Water_Conserv_II_WRF_EQ_Pump_Station_Rebid_Drawings.pdf

G-00-01

CITY OF ORLANDO

WATER CONSERV II WRF

DEPARTMENT OF PUBLIC WORKS

EQUALIZATION PUMP STATION IMPROVEMENTS

JUNE 2026

ISSUED FOR BID

PROJECT NO.: WAS0063_P

LOCATION MAP

NOT TO SCALE

TURNPIKE

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TURKEY LAKE

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CLEAR

CATHERINE

LAKE

AMERICANA BLVD.

L.B.

BUDDY DYER

MAYOR

COREY F. KNIGHT, P.E.

DIRECTOR OF PUBLIC WORKS

CHRISTOPHER ANDRES, P.E

WATER RECLAMATION DIVISION MANAGER

KRISTINA L. FRIES, P.E.

PROJECT MANAGER

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

BAKARI F. BURNS

COMMISSIONER DISTRICT 6

CITY OF ORLANDO

HAZEN AND SAWYER

2420 S. LAKEMONT AVENUE, SUITE 325

ORLANDO, FLORIDA 32814

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G-00-02

GENERAL

PLANT CONSTRUCTION RULES

AND SHEET INDEXW. MARSHALL

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. ADVANCE NOTICE (MINIMUM 7 BUSINESS DAYS) IS REQUIRED, IF WORK IS TO BE CONTINUED

AFTER HOURS. WORK REQUESTS TO BE SUBMITTED IN WRITING FOR THE CITY APPROVAL.

3. THE MAINTENANCE SUPERVISOR, WILL BE THE PLANT CONTACT, IF THE MAINTENANCE

SUPERVISOR IS NOT AVAILABLE, THEN THE PLANT MANAGER WILL REPRESENT THE FACILITY.

4. ALL CONTRACTOR’S PERSONNEL, AND SUBCONTRACTORS, MUST OBTAIN & WEAR AT ALL TIMES A

PICTURE ID SUPPLIED BY CONTRACTOR.

5. ALL CONSTRUCTION RELATED EMPLOYEES WILL ENTER AND EXIT THROUGH THE DESIGNATED

CONSTRUCTION GATE. CONTACT THE CONTRACTOR REPRESENTATIVE FOR ENTRY.

CONTRACTOR RESPONSIBLE TO MANAGE GATE ACCESS. CONTRACTOR SHALL MANAGE ALL

UNLOADING AND MINIMIZE IMPACTING TRAFFIC. 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.

6. 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.

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

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

APPROVED BY MAINTENANCE SUPERVISOR. CONTRACTOR RESPONSIBLE FOR ALL DELIVERIES.

PLANT PERSONNEL WILL NOT ACCEPT CONSTRUCTION DELIVERIES.

9. MAXIMUM SPEED LIMIT THROUGHOUT THE PLANT IS 10 MPH. FULL STOP AT ALL STOP SIGNS IS

REQUIRED. STRICTLY ENFORCED.

10. VEHICLES AND SECURITY: ALL VEHICLES WILL BE PARKED IN ASSIGNED AREAS ONLY AND SHOULD BE LOCKED AT ALL TIMES. CITY WILL NOT BE RESPONSIBLE. CONTRACTOR TO PROVIDE, AND MAINTAIN, DESIGNATED PARKING. ALL STAFF SHALL USE DESIGNATED PARKING.

11. MATERIAL STORAGE IN CONTRACTOR’S TRAILERS: THE CITY IS NOT RESPONSIBLE FOR

SECURITY.

12. CONFINE CONSTRUCTION PERSONNEL TO THE JOB SITE.

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

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

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

PLANT MANAGER.

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

EMPLOYEES FOLLOWING PLANT RULES AND VEHICULAR SAFETY. CONTRACTOR SHALL NOT

ADVERSELY IMPACT TRAFFIC FLOW. CONTRACTOR TO REQUEST APPROVAL FOR ALL CHANGES

TO TRAFFIC FLOW. CONTRACTOR TO REQUEST APPROVAL FOR ALL ROADWAY IMPACTS FOR

CONSTRUCTING THE WORK, I.E. CRANE ACCESS.

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

RESTROOMS IN THE PLANT.

18. THE CONTRACTOR’S PERSONNEL WILL NOT USE PLANT LUNCHROOM, FACILITIES, OR GYM.

19. A LIST OF ALL SUBCONTRACTORS WILL BE GIVEN TO THE PLANT MANAGER. CONTRACTOR

RESPONSIBLE TO MAINTAIN CURRENT LIST.

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

21. 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.

22. NO OPEN FIRES ON PLANT GROUNDS.

23. SMOKING IN DESIGNATED AREAS ONLY.

24. 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.

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

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

MUST BE FOLLOWED. CONTRACTOR SHALL NOT ADVERSELY IMPACT DRAINAGE COLLECTION.

CONTRACTOR SHALL REGULARLY MAINTAIN ALL GROUNDSKEEPING FOR STORAGE, PARKING AND

WORK AREAS.

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WATER CONSERV II WRF

EQUALIZATION PUMP STATION

IMPROVEMENTS

44051-001

JUNE 2026K. BLANTON

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT No.:

HAZEN No.:

DATE:

DRAWING

NUMBER:HAZEN AND SAWYER

2420 S. LAKEMONT AVENUE, SUITE 325

ORLANDO, FLORIDA 32814

TELEPHONE NUMBERS (AFTER HOURS):

1. ELLIOT VEGAS, CHIEF OPERATOR …................................................…......... 407-509-5597

2. KEITH JORDAN, PLANT MANAGER...................................................................407-325-5653

3. LUIS RAMOS, MAINT. SUPERVISOR....………………………………................. 407-709-3778

INDEX OF DRAWINGS

DWG

NUMBER SHEET TITLE

GENERAL

G-00-01 COVER SHEET, LOCATION MAP

G-00-02 PLANT CONSTRUCTION RULES AND SHEET INDEX

G-00-03 GENERAL NOTES

G-00-04 ABBREVIATIONS AND SYMBOLS

CIVIL

C-01-01

E-10-01 EXISTING ELECTRICAL ROOM DEMOLITION &

MODIFICATION PLAN

E-10-02 BOTTOM LEVEL DEMOLITION PLAN

E-10-03 BOTTOM LEVEL EQ PUMP STATION POWER PLAN

E-10-04 BOTTOM LEVEL EQ PUMP STATION LIGHTING PLAN

E-10-05 INTERMEDIATE LEVEL EQ PUMP STATION DEMOLITION

PLAN

E-10-06 INTERMEDIATE LEVEL EQ PUMP STATION POWER

PLAN

E-10-07 INTERMEDIATE LEVEL LIGHTING PLAN

E-20-01 ELECTRICAL PANEL SCHEDULE

E-20-02 LIGHTING SCHEDULE AND DETAILS

E-20-03 ELECTRICAL DETAILS - SHEET 1

E-20-04 ELECTRICAL DETAILS - SHEET 2

INSTRUMENTATION

I001 LEGEND AND SYMBOLS

I002 EQUALIZATION PUMP STATION - EXISTING NETWORK

DIAGRAM

I003 EQUALIZATION PUMP STATION - PROPOSED NETWORK

DIAGRAM

I004 EQUALIZATION PUMP STATION - P&ID

I005 INSTRUMENTATION EQUALIZATION PUMP STATION

DETAILS

SITE PLAN

ARCHITECTURAL

A-10-01 EQUALIZATION PUMP STATION EXISTING AND

PROPOSED FLOOR PLANS

A-10-02 EQUALIZATION PUMP STATION ELEVATIONS, DETAILS

AND NOTES

STRUCTURAL

S-00-01 GENERAL STRUCTURAL NOTES - SHEET 1

S-00-02 GENERAL STRUCTURAL NOTES - SHEET 2

S-00-03 STRUCTURAL GENERAL CONCRETE REPAIR DETAILS

AND NOTES

S-99-01 STRUCTURAL STANDARD DETAILS - SHEET 1

S-99-02 STRUCTURAL STANDARD DETAILS - SHEET 2

S-99-03 STRUCTURAL STANDARD DETAILS - SHEET 3

S-99-04 STRUCTURAL STANDARD DETAILS - SHEET 4

S-10-01 BOTTOM FLOOR - DEMOLITION PLAN

S-10-02 INTERMEDIATE FLOOR- DEMOLITION PLAN AND

SECTIONS

S-10-03 TOP FLOOR - DEMOLITION PLAN AND SECTIONS

S-10-04 BOTTOM FLOOR PLANS

S-10-05 INTERMEDIATE AND TOP FLOOR PLANS

S-10-06 ENLARGED STAIR PLANS

S-10-07 ENLARGED TOP STAIR PLAN AND SECTIONS

S-10-08 STAIR SECTIONS AND DETAILS

S-10-09 DETAILS

MECHANICAL

M-10-01 EQUALIZATION PUMP STATION BOTTOM AND

INTERMEDIATE DEMOLITION PLANS

M-10-02 EQUALIZATION PUMP STATION DEMOLITION SECTIONS

M-10-03 EQUALIZATION PUMP STATION BOTTOM FLOOR

M-10-04 EQUALIZATION PUMP STATION SECTIONS

M-10-05 EQUALIZATION PUMP STATION ISOMETRIC VIEWS

M-10-06 EQUALIZATION PUMP STATION DETAILS

HVAC

H-00-01 GENERAL NOTES AND SYMBOLS

H-10-01 EQUALIZATION PUMP STATION DEMO PLAN-PUMP

STATION

H-10-02 EQUALIZATION PUMP STATION PLAN-PUMP STATION

H-10-03 EQUALIZATION PUMP STATION PLAN- PUMP STATION

SECTIONS

H-98-01 SCHEDULES & CONTROLS

H-99-01 DETAILS

ELECTRICAL

E-00-01 NOTES, SYMBOLS AND ABBREVIATION

E-00-02 OVERALL SITE PLAN

E-00-03 OVERALL SITE SINGLE LINE DIAGRAM (DEMOLITION)

E-00-04 OVERALL SITE SINGLE LINE DIAGRAM (MODIFICATION)

E-00-05 EXISTING EQ PUMP STATION MCC & FRONT VIEW

DEMOLITION

E-00-06 SWITCHBOARD '01A-SWBD' SINGLE LINE DIAGRAM

E-00-07 SWITCHBOARD FRONT ELEVATION

E-00-08 ELECTRICAL INSTRUMENTATION RISER DIAGRAM &

ELEMENTARIES

YARD PIPING PLAN - RECORD DRAWINGSREFERENCE

SHEET

G-00-03

GENERAL

NOTESW. MARSHALL

GENERAL NOTES

1. FOLLOWING NOTES ARE GENERAL AND APPLY TO ALL SHEET OF THESE CONTRACT DOCUMENTS

AS IF THEY WERE WRITTEN IN THEIR ENTIRETY ON EACH SHEET.

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL

IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL BE

RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS INCLUDING LOCATION AND

DIMENSION OF ALL EXISTING CONSTRUCTION AND UTILITIES. CONTRACTOR SHALL NOTIFY

ENGINEER IF THERE IS A CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND EXISTING

CONSTRUCTION BEFORE PROCEEDING WITH WORK.

3. UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES, TYPICAL DETAILS SHALL APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS.

4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK, DETAILS

SHALL BE IN THE SAME AS FOR OTHER SIMILAR WORK.

5. CONTRACTOR SHALL COMPLY WITH LOCAL CONSTRUCTION STORM WATER DISCHARGE

REGULATIONS AND REQUIREMENTS.

6. PRIOR TO EXCAVATION FOR NEW STRUCTURES, ELECTRICAL CONDUIT, FABRICATION OF NEW

PIPING AND/OR OTHER PROPOSED UTILITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR

VERIFYING THE LOCATION OF ALL EXISTING PIPING AND UTILITIES IN THE CONSTRUCTION AREA.

THE CONTRACTOR SHALL TEMPORARILY RELOCATE CONFLICTING EXISTING UTILITIES AT

TIE-INCONNECTION LOCATIONS AND REINSTALL THEM AS REQUIRED TO ELIMINATE THE CONFLICT

AT NO ADDITIONAL COST TO THE OWNER.

7. ALL PIPELINES SHALL HAVE A MINIMUM COVER OF 36" UNLESS THE COVER DEPTH IS

SPECIFICALLY INDICATED ON THE DRAWINGS. PIPES SHALL BE ROUTED AS SHOWN UNLESS

MINOR. REVISIONS ARE NECESSARY TO MISS EXISTING PIPES STRUCTURES. ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL FITTINGS AND ADAPTERS REQUIRED TO MAKE THE

ROUTING CHANGES AT NO ADDITIONAL COST TO THE OWNER CONTRACTOR SHALL INCLUDE

COST FOR THIS IN THE BID.

8. EXISTING FACILITY AND UTILITY INFORMATION SHOWN ON THE DRAWINGS WAS OBTAINED FROM

AVAILABLE RECORDS OR ELECTRONICS FILES, NEITHER THE OWNER NOR ENGINEER ASSUMES

ANY RESPONSIBILITY FOR FACILITIES AND UTILITIES NOT SHOWN OR NOT IN THE LOCATION

SHOWN. THE CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, SIZES, MATERIAL, TYPES AND

ELEVATIONS SHOWN AROUND OR NEAR AREAS OF NEW CONSTRUCTION PRIOR TO START OF

CONSTRUCTION.

9. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT FROM DAMAGING EXISTING FACILITIES AND UTILITIES SHOWN OR NOT SHOWN THAT ARE TO REMAIN IN PLACE. ALL FACILITIES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY

REPAIRED OR RECONSTRUCTED TO THE ORIGINAL OR BETTER CONDITION AT THE

CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COMPENSATION.

10. CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING PIPE, EQUIPMENT, ETC. AS REQUIRED AN

SHALL PROVIDE ALL FITTINGS, ADAPTERS, AND APPURTENANCES REQUIRED TO MAKE THE

CONNECTIONS. PROVIDE ALL SUPPORTS REQUIRED FOR A RIGIDLY SUPPORTED COMPLETE AND

WORKING SYSTEM.

11. THE CONTRACTOR SHALL CONTACT THE PROPER UTILITY REPRESENTATIVE FOR QUESTIONS OR

COORDINATION OF CONSTRUCTION RELATED TO EXISTING UTILITIES.

12. CONTRACTOR SHALL VERIFY THAT PIPING SHOWN TO BE ABANDONED OR AS ABANDONED

PREVIOUSLY IS NO LONGER IN SERVICE. LINES IN SERVICE SHALL BE MAINTAINED THROUGHOUT

CONSTRUCTION ACTIVITIES.

13. ALL EXISTING PIPES THAT ARE TO BE ABANDONED IN PLACE OR REMOVED MAY NOT BE SHOWN.

WHERE PIPING IS TO BE ABANDONED AND MUST REMAIN IN SERVICE UNTIL COMPLETION OF

OTHER PHASES OF WORK, AND IT CONFLICTS WITH NEW PIPING, TEMPORARILY RELOCATE PIPING AS REQUIRED TO MAINTAIN SERVICE THROUGHOUT CONSTRUCTION ACTIVITIES, SEE INDIVIDUAL

PUMP STATION SHEETS REQUIRING BYPASS PUMPING FOR DETAILS.

14. CONTRACTOR SHALL REROUTE THE EXISTING PIPING IF REQUIRED TO MISS THE PROPOSED STRUCTURES. THE EXISTING PIPE SHALL REMAIN IN SERVICE UNTIL NEW PIPING IS READY TO BE

PLACED IN TO SERVICE DOWNTIME SHALL BE A MAXIMUM OF 2 HOURS, UNLESS SPECIFIED OR

SHOWN OTHERWISE.

15. THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN THE VICINITY OF ANY OVERHEAD

ELECTRICAL LINES CONTRACTOR SHALL ABIDE BY THE NATIONAL ELECTRICAL CODE AND ANY

REQUIREMENT BY THE OWNER OF ELECTRIC LINES.

16. PROVIDE ALL SHEETING/SHORING REQUIRED TO PROTECT EXISTING STRUCTURES, PIPES AND

FACILITIES.

17. CONTRACTOR SHALL VERIFY LOCATION OF ALL STRUCTURAL, MECHANICAL, AND ELECTRICAL

ITEMS BEFORE PLACING ANY STRUCTURAL STEEL OR CONCRETE ALSO, STRUCTURAL

DIMENSIONS AND OPENING CONTROLLED BY STRUCTURAL, MECHANICAL, OR ELECTRICAL

EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

18. MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES, AND REVEALS NOT SHOWN ON THE STRUCTURAL DRAWINGS, THAT ARE REQUIRED BY OTHER

CONTRACT DRAWINGS, SHALL BE PROVIDED PRIOR TO CASTING CONCRETE.

19. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS

INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONSTRUCTION AND UTILITIES

CONTRACTOR SHALL NOTIFY ENGINEER IF THERE IS A CONFLICT BETWEEN THE CONTRACT

DOCUMENTS AND EXISTING CONSTRUCTION BEFORE PROCEEDING WITH WORK.

20. ALL WORK SHALL BE COMPLETED IN ACCORDANCE TO FDEP REGULATIONS AND CITY OF

ORLANDO ENGINEERING STANDARDS.

1. MINIMUM DISTANCE OF AT LEAST 3 FEET HORIZONTALLY SHALL SEPARATE ALL POTABLE WATER MAINS FROM RECLAIMED AND STORM WATER PIPES AND MINIMUM DISTANCE OF AT LEAST 6 FEET

HORIZONTALLY FROM SANITARY SEWER PIPES OR FORCE MAINS. THE DISTANCE SHALL BE

MEASURED FROM OUTSIDE EDGE TO OUTSIDE EDGE. IF IT IS NOT PRACTICAL TO MAINTAIN A 3 FOOT HORIZONTAL SEPARATION DISTANCE BETWEEN A POTABLE LINE AND A RECLAIMED LINE, THEN THE RECLAIMED WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH OR ON A SHELF OF UNDISTURBED EARTH AT LEAST 18 INCHES ABOVE THE TOP OF SEWER PIPES AND 18" BELOW POTABLE WATER PIPES, WHEN A RECLAIMED WATER MAIN PARALLELS A SEWER PIPE, AND A SEPARATION OF AT LEAST 3' CANNOT BE MAINTAINED, ALTERNATE CONSTRUCTION METHODS OR MATERIALS MAY BE

USED WITH APPROVAL OF FDEP AND THE CITY OF ORLANDO.

2. WHERE RECLAIMED WATER PIPES CROSS WATER OR SEWER PIPES, A MINIMUM VERTICAL

SEPARATION OF 18 INCHES SHALL BE MAINTAINED BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE TOP OF THE LOWER PIPE, WITH THE RECLAIMED WATER ON TOP. THE CROSSING SHALL BE ARRANGED SUCH THAT THE PIPE JOINT SHALL BE EQUIDISTANT AND CENTERED ON THE CROSSING.

WHERE A RECLAIMED WATER MAIN PASSES UNDER A SANITARY SEWER OR STORM WATER SEWER,

ADEQUATE STRUCTURAL SUPPORTS SHALL BE PROVIDED FOR THE SEWER PIPE TO MAINTAIN LINE

AND GRADE. WHERE THE 18" SEPARATION IS NOT PRACTICAL, ALTERNATE CONSTRUCTION

METHODS OR MATERIALS MAY BE USED WITH APPROVAL OF FDEP AND THE CITY OF ORLANDO.

3. WHERE A RECLAIMED WATER PIPE CONFLICTS WITH AN EXISTING POTABLE WATER PIPE WITH LESS THAN 18 INCHES VERTICAL CLEARANCE, THEN THE RECLAIMED WATER PIPE SHALL BE DUCTILE IRON PIPE (DIP) AND THE RECLAIMED WATER PIPE SHALL BE ARRANGED TO MEET THE CROSSING

REQUIREMENTS DESCRIBED ABOVE.

4. CONTRACTOR SHALL INSURE THAT ALL REQUIRED PERMITS ARE IN-HAND BEFORE BEGINNING ANY

CONSTRUCTION.

5. ALL CONSTRUCTION SHALL MEET CURRENT REQUIREMENTS OF FDEP, AWWA, CITY OF ORLANDO

AND ORLANDO UTILITIES COMMISSION FOR MATERIALS OF CONSTRUCTION, DESIGN, AND

INSTALLATION.

6. ALL EXISTING UNDERGROUND UTILITIES THAT ARE ACTIVE SHALL REMAIN IN PLACE UNTIL THE NEW

FACILITIES ARE OPERATIONAL.

7. UNDER NO CIRCUMSTANCES SHALL THE ACTIVITIES OF THE CONTRACTOR OR HIS

SUBCONTRACTORS CAUSE ANY INTERRUPTIONS TO THE SERVICE OPERATION OF EXISTING

UTILITIES WITHOUT WRITTEN AUTHORIZATION FROM THE AUTHORIZED REPRESENTATIVE.

8. CONTRACTOR SHALL NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY

ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES, WITH THE OWNER OF THE UTILITY, PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL INSURE THAT THE UTILITY OWNERS AND THE CITY OF ORLANDO PROJECT MANAGER ARE PROPERLY NOTIFIED OF

ANY TEMPORARY DISRUPTION OF SERVICE AT LEAST 1 WEEK IN ADVANCE.

9. AT LEAST 14 DAYS BEFORE CONSTRUCTION, THE CONTRACTOR SHALL, VERIFY ALL EXISTING PUBLIC AND PRIVATE UTILITY LOCATIONS IN THREE DIMENSIONS AT EACH PROJECT SITE. THE

CONTRACTOR SHALL UTILIZE MANUAL OR NONDESTRUCTIVE (E.G., VACUUM EXCAVATION)

METHODS TO PHYSICALLY EXPOSE UTILITIES FOR MEASUREMENT AND DATA RECORDING.

ACCURACIES SHALL BE TO ONE HALF (0.5) INCH VERTICAL AND TO APPLICABLE HORIZONTAL

SURVEY AND MAPPING ACCURACY. EXCAVATE TEST HOLES EXPOSING THE UTILITY TO BE

MEASURED IN SUCH A MANNER THAT PROTECTS THE INTEGRITY OF THE UTILITY TO BE MEASURED.

COMPLY WITH APPLICABLE UTILITY DAMAGE PREVENTION LAWS, PERMITS, AND SPECIFICATIONS

AND COORDINATE WITH UTILITY AND OTHER INSPECTORS, AS REQUIRED. DETERMINE (A) THE

HORIZONTAL AND VERTICAL LOCATION OF THE TOP AND/OR BOTTOM OF THE UTILITY; (B) THE

ELEVATION OF THE EXISTING GRADE OVER THE UTILITY AT A TEST HOLE; (C) THE OUTSIDE

DIAMETER OF THE UTILITY AND CONFIGURATION OF NON-ENCASED, MULTI-CONDUIT SYSTEMS; (D) THE UTILITY STRUCTURE MATERIAL COMPOSITION, WHEN REASONABLY ASCERTAINABLE; (E) THE BENCHMARKS AND/OR PROJECT SURVEY DATA USED TO DETERMINE ELEVATIONS; (F) THE PAVING THICKNESS AND TYPE, WHERE APPLICABLE; (G) THE GENERAL SOIL TYPE AND SITE CONDITIONS;

AND (H) SUCH OTHER PERTINENT INFORMATION AS IS REASONABLY ASCERTAINABLE FROM EACH TEST HOLE SITE. IF THERE IS A POTENTIAL CONFLICT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. ANY DAMAGE TO UTILITIES, STRUCTURES AND/OR SERVICES SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE IN A MANNER APPROVE BY AND COORDINATE WITH

THE UTILITY OWNER.

10. FOR CONNECTIONS TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXCAVATE THE CONNECTION SITE TO VERIFY THE PIPE TYPE, ELEVATION, SIZE AND CONDITION, AND CHECK FOR OBSTRUCTIONS AND JOINT LOCATIONS PRIOR TO ORDERING MATERIALS AND INSTALLATION OF THE NEW PIPELINE.

11. THE CONTRACTOR HAS THE OPTION TO MOVE/RELOCATE THE ALIGNMENT (HORIZONTAL OR

VERTICAL) TO AVOID CONFLICT WITH EXISTING UTILITIES OR FOR EASE OF WORK, SUBJECT TO

APPROVAL FROM THE CITY. IF THE CONTRACTOR CHANGES THE VERTICAL ALIGNMENT, THE

CONTRACTOR SHALL INSTALL ALL NECESSARY AIR RELEASE VALVES AND FITTINGS AT HIS

EXPENSE.

12. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A

CONDITION EQUAL TO OR BETTER THAN THE CONDITION EXISTING BEFORE COMMENCING

CONSTRUCTION WORK.

13. WHEN ENCOUNTERED, UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE EXCAVATED

MATERIALS AND BACKFILLED WITH SUITABLE MATERIALS. UNSUITABLE MATERIALS SHALL BE

REMOVED FROM THE JOB SITE AND DISPOSED OF IN A TIMELY AND LEGAL MANNER AND APPROVED

BY THE CITY.

14. INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT UNTIL THE COMPLETION OF ALL

CONSTRUCTION OPERATIONS. EROSION CONTROL AT ALL INLET DRAINAGE STRUCTURES DURING

CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH CITY STANDARDS.

15. CONTRACTOR SHALL CLEAN DEBRIS AND SOIL FROM ALL NEW AND EXISTING STORM SEWER PIPES, INLETS, CATCH BASINS, AND STRUCTURES WITHIN THE PROJECT SITE AFTER THE CONSTRUCTION

IS COMPLETE AND FROM ALL EXISTING STORM SEWER PIPES AND STRUCTURES OUTSIDE THE

PROJECT SITE IF THESE MATERIALS ORIGINATED FROM THE PROJECT SITE. THE CONTRACTOR

SHALL REMOVE ANY SOIL DEPOSITS AT OUTFALLS FROM PIPES IN LAKES OR PONDS THAT WERE

CAUSED BY THE CONSTRUCTION. THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL

EQUIPMENT AFTER THE PROJECT SITE IS STABILIZED AND STORM SYSTEM IS CLEANED.

16. PRIOR TO BEGINNING ANY CLEARING ACTIVITIES ON CITY PROPERTY, THE CONTRACTOR SHALL GET

APPROVAL FROM CITY DEPARTMENT FOR TREE REMOVAL, THEN CLEARLY MARK WITH FLAGGING

TAPE OR OTHER APPROVED METHOD, ALL EXISTING TREES TO REMAIN ON THE PROJECT SITE. ALL

TREES TO BE REMOVED SHALL BE MARKED WITH SPRAY PAINT OR OTHER APPROVED METHOD SO

THAT DURING CLEARING, THERE ARE NO MISUNDERSTANDING AS TO WHICH TREES ARE TO BE

REMOVED AND WHICH ARE TO REMAIN.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TREES NOT TO BE DAMAGED, FOR MAINTENANCE OF NEWLY PLANTED GRASS OR VEGETATION UNTIL THE WORK HAS BEEN ACCEPTED BY THE CITY.

18. DEWATERING SYSTEM SHALL BE UTILIZED BY THE CONTRACTOR IN ACCORDANCE WITH GOOD

STANDARD PRACTICES AND MUST BE SUFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN

ADVANCE OF EXCAVATION TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY, AT LEAST 3'

MINIMUM BELOW THE TRENCH BOTTOM, ADDITIONAL DEWATERING REQUIREMENTS ARE IN

SPECIFICATION 02140. POLLUTED WATER SHALL NOT BE DISCHARGED INTO SANITARY SEWER,

STORM SYSTEM RETENTION POND, OR BODIES OF WATER. ANY DISCHARGE INTO SANITARY SEWER SYSTEM SHALL BE PRE-APPROVED BY THE WASTEWATER DIVISION. DEWATERED LIQUID MUST BE TESTED FOR CONTAMINANTS PRIOR TO DISCHARGE. IF CITY APPROVES DISCHARGE TO SANITARY

SEWER, CITY HAS RIGHT TO CHARGE WASTEWATER FEES BASED ON CURRENT RATES.

CONTAINMENT TESTING TO BE PAID FOR BY CONTRACTOR.

19. EXCAVATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE OSHA TRENCH SAFETY ACT. THE DISPOSAL OF EXCESS EARTHWORK MATERIALS SHALL BE THE RESPONSIBILITY/PROPERTY OF THE

CONTRACTOR.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND SHALL

REPLACE ANY PORTION WHICH HAS BECOME DISPLACED DUE TO EROSION OR DUE TO

CARELESSNESS OR NEGLIGENCE ON THE PART OF THE CONTRACTOR.

21. TEMPORARY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY FLOODING

OF PRIVATE PROPERTY AND EXISTING ROADWAYS CAUSED BY CONSTRUCTION ACTIVITIES.

CONTRACTOR SHALL PROVIDE ADDITIONAL DRAINAGE AT NO EXTRA COST TO THE OWNER.

22. HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE CONDUCTED ONLY FOR INSTALLED

FACILITIES. ALL TEST SHALL BE ACCEPTED BY THE CITY CONSTRUCTION MANAGER BEFORE ANY

PAVEMENT IS PUT IN PLACE.

23. ALL PIPING SHALL BE CLEAN AND FREE OF ALL DIRT, DEBRIS, AND BIOLOGY BEFORE PRESSURE

TESTING AND SHALL BE INCIDENTAL TO PIPE INSTALLATION COST.

24. FORCE MAIN PRESSURE TESTING SHALL BE CONDUCTED FOR A MINIMUM OF 2 HOURS AT A

MINIMUM PRESSURE OF 100 PSI AND MAINTAIN THIS PRESSURE. A DISCERNIBLE PRESSURE DROP

OVER THE 2 HOUR TEST PERIOD SHALL CONSTITUTE A FAILURE OF THE PRESSURE TEST,

PRESSURE TEST MUST BE WITNESSED BY A CITY OF ORLANDO PROJECT MANAGER OR HIS

APPOINTED REPRESENTATIVE.

25. CONTRACTOR SHALL REFERENCE THE REQUIREMENTS SET FORTH BY THE CITY'S ENGINEERING

STANDARDS MANUAL.

26. IF LEAKAGE IS INDICATED BY ANY DISCERNIBLE PRESSURE DROP OVER THE TWO HOUR TEST PERIOD, THE CONTRACTOR SHALL LOCATE THE CAUSE OF THE LEAKS, REPAIR COMPONENTS AND

REPEAT THE LEAKAGE TEST. ALL LEAKAGE SHALL BE ELIMINATED.

27. ALL HYDROSTATIC TESTING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C600-93 SECTION 4 FOR D.I. PIPE AND ANSI/AWWA C605 SECTION 7 FOR PVC PIPE. TEST PRESSURE SHALL BE 200 PSI FOR

POTABLE AND 150 PSI FOR RECLAIMED PIPING.

28. CONCRETE FORMS SHALL BE CONSTRUCTED FROM SOUND WOOD, METAL OR OTHER APPROVED

MATERIALS. FORMS SHALL BE SUITABLE TO PROVIDE A FLAT, UNIFORM SURFACE AND TO

WITHSTAND CONSTRUCTION LOADS WITHOUT SAGGING OR DEFLECTING. WOOD FORMS IN

CONTACT WITH THE CONCRETE SHALL BE COATED WITH A EFFECTIVE RELEASE AGENT. FORMS

SHALL REMAIN IN PLACE PER ACI 301 AND ACI 347. FORMS SHALL REMAIN STRAIGHT, LEVEL, PLUMB

AND TRUE TO SHAPE TO WITHIN 1/4" PER 10'.

29. MOLDING, BEVELS OR OTHER TYPES OF CHAMFER STRIPS SHALL BE PLACED TO PRODUCE A

3/4-INCH CHAMFER AT ALL HORIZONTAL AND VERTICAL PROJECTION CORNERS AND FOR

BLOCKOUTS.

30. CONCRETE REINFORCEMENT SHALL BE NEW, RUST FREE STEEL BARS THAT CONFORM TO ASTM A615, GRADE 60. TIE WIRE SHALL BE A MINIMUM OF 16-GAUGE, BLACK ANNEALED WIRE. CHAIRS

SHALL BE PROVIDED AS NECESSARY TO PREVENT DISPLACEMENT DURING POUR.

31. MINIMUM REINFORCEMENT STEEL AND CONCRETE COVER SHALL BE IN ACCORDANCE WITH ACI-318.

32. A COMPLETE SET OF AS-BUILT DRAWINGS (34" X 22" HARD COPY & AutoCAD FILE), AND ALL INSPECTION AND TEST RECORDS MUST BE SUBMITTED TO THE CITY OF ORLANDO AND APPROVED BEFORE THE NEW SYSTEM IS ALLOWED TO BE PUT INTO SERVICE. THE DRAWINGS MUST INCLUDE ACCURATE LAYOUT, SIZING, AND STATE PLANE COORDINATES FOR ALL VALVES, PIPING BENDS, BRANCHES, ENDS, OUTLETS, CONNECTION POINTS, METER BOXES AND LOCATOR BALLS, OR ANY ITEM LISTED ABOVE. AS-BUILTS SHALL BE SIGNED AND SEALED BY FLORIDA LICENSED SURVEYOR.

ADDITIONAL REQUIREMENTS AND SUBMITTALS ARE LISTED IN SECTION 01050 SURVEYING AND

FIELD ENGINEERING.

33. ALL WATER, SEWER, AND RECLAIMED WATER PIPE, PIPE FITTINGS AND APPURTENANCES

INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED OR MARKED IN ACCORDANCE WITH

SUBPARAGRAPH 62-555.320 (21) (b) 3, FAC, USING BLUE AS A PREDOMINANT COLOR FOR WATER;

GREEN FOR WASTEWATER; PANTONE PURPLE 522C FOR RECLAIMED WATER.

34. ALL BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY AS MEASURED BY AASHTO T-180 METHOD "D" TEST (MODIFIED PROCTOR) IN OPEN AREAS AND TO NOT

LESS THAN 98% MAXIMUM DRY DENSITY AS MEASURED BY AASHTO T-180 METHOD "D" TEST

(MODIFIED PROCTOR) UNDER ASPHALT OR CONCRETE PAVEMENT. ALL SOIL TESTING TO BE

CONDUCTED BY THE CITY. THE CONTRACTOR SHALL PROVIDE ALL REASONABLE ASSISTANCE

DURING SOIL TESTING.

35. WHEN USING SCALED DATA CONSIDER THAT THESE PLANS MAY HAVE BEEN ALTERED IN SIZE

DURING REPRODUCTION.

36. PIPE LENGTHS SHOWN ON PLANS ARE APPROXIMATE. ACTUAL LENGTHS ARE TO BE DETERMINED

DURING CONSTRUCTION BY THE CONTRACTOR.

37. SUPPORT & PROTECT ALL EXISTING UTILITIES. CONTRACTOR SHALL CONTACT UTILITY OWNERS

FOR LOCATION OF ALL EXISTING FACILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING WITH UTILITY OWNERS AND BE RESPONSIBLE FOR PROVIDING TEMPORARY

SUPPORT FOR UTILITY POLES AND ALL OTHER UTILITIES FACILITIES.

38. IF REQUIRED BY DEWATERING ACTIVITIES CONTRACTOR SHALL APPLY FOR AND OBTAIN A

NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE FLORIDA

DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) AND COMPLY WITH ALL NPDES

REQUIREMENTS DURING CONSTRUCTION OF THE PROJECT.

39. EXERCISE EXTREME CAUTION WHEN EXCAVATING NEAR WASTEWATER FORCE MAINS AND GRAVITY

SEWERS. EXPOSE AND VERIFY LOCATION OF MAINS PRIOR TO EXCAVATION.

40. PROTECT EXISTING IMPROVEMENTS TO THE MAXIMUM EXTENT POSSIBLE. ALL DAMAGED SIDEWALK, ROADWAY PAVEMENT, GRASS LANDSCAPING AND OTHER IMPROVEMENTS SHALL BE RESTORED TO

ORIGINAL CONDITION OR BETTER, AT CONTRACTOR'S EXPENSE.

41. BENCHMARK LOCATIONS AND ELEVATION ARE SHOWN IN THE PLANS AS REPRESENTED BY

SURVEYOR AT THE TIME OF THE SURVEY. CONTRACTOR SHALL VERIFY ITS CORRECTNESS AT THE

TIME OF CONSTRUCTION AND INSTALL HIS OWN TEMPORARY BENCHMARKS. ANY DISCREPANCIES

SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CITY FIELD REPRESENTATIVE.

42. WHEN WORKING IN CONFINED SPACES AT THE SITE, CONTRACTOR EMPLOYEES SHALL MEET ALL

OSHA CONFINED SPACE ENTRY REQUIREMENTS, INCLUDING BUT NOT LIMITED TO PERMITTING,

ATMOSPHERE TESTING, CHECKLISTS, SEWER ENTRY AND RESCUE TEAMS AS REQUIRED BY OSHA

29 CFR 1910 AND PROVIDE CERTIFICATIONS TO THE CITY.

43. APPROVED HOURS CONTRACTOR MAY WORK ONSITE ARE 7:00 AM TO 3:30 PM, MONDAY THROUGH FRIDAY, EXCLUDING CITY HOLIDAYS. ANY WORK OUTSIDE THE STATED TIME MUST BE APPROVED

BY CITY.

44. CONTRACTOR SHALL AT ALL TIMES MAINTAIN ACCESS WAYS FOR CITY VEHICLES AND PERSONNEL

TO MAINTAIN LIFT STATION FOR MAINTENANCE/EMERGENCY SITUATIONS.

45. CONTRACTOR TO CONTACT THE CITY SURVEYOR IF SURVEY CONTROLS OR BENCHMARKS ARE TO BE DISTURBED OR THAT HAVE BEEN DAMAGED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR'S SURVEYOR (A FLORIDA LICENSED SURVEYOR AND MAPPER) TO COORDINATE WITH CITY SURVEYOR

AND ENGINEER PRIOR CONSTRUCTION OR PRIOR TO DISTURBING CONTROL DURING

CONSTRUCTION. CONTRACTOR SHALL REPLACE CONTROLS WITH THE DOCUMENTATION AND

DIRECTION PROVIDED BY THE CITY SURVEYOR.

46. SURVEY SHALL BE IN ACCORDANCE TO CITY'S ENGINEERING STANDARDS MANUAL (AS-BUILT DETAILED IN CHAPTER 5). CONTRACTOR SHALL HAVE FLORIDA LICENSED SURVEYOR REFERENCE ALL CONTROL POINTS TO CONSTRUCTION. INCLUDING RIGHT OF WAY, CORNERS, OR ANY CONTROL

POINTS AND PROVIDE INFORMATION TO CITY SURVEYOR. ADDITIONAL REQUIREMENTS AND

SUBMITTALS ARE LISTED IN SECTION 01050 SURVEYING AND FIELD ENGINEERING.

CONSTRUCTION NOTES

EMERGENCY WASTEWATER SPILL, WATER MAIN OR ELECTRICAL BREAK

PROCEDURES:

1. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER, WASTEWATER FORCE MAINS AND GRAVITY SEWERS. LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS

WHETHER SHOWN ON THE PLANS OR NOT.

2. THE PLANT SHIFT OPERATOR SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT OF A FORCE MAIN, RECLAIMED WATER MAIN, OR GRAVITY SEWER BREAK OR DAMAGE AT (407-448-1013).

3. OUC DISPATCH OPERATOR SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT OF A WATER OR

ELECTRICAL BREAK OR DAMAGE AT (407-823-9150).

4. ALL DAMAGE TO MAINS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE

CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY THE CITY INSPECTOR, THE CITY MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR

REPAIRS.

SEQUENCE OF CONSTRUCTION:

1. CONTRACTOR SHALL SUBMIT SEQUENCE OF CONSTRUCTION PLAN FOR APPROVAL TO CITY 14-DAYS PRIOR TO ONSITE CONSTRUCTION. BYPASS PUMPS SHALL REMAIN IN OPERATION 24-HOURS 7-DAYS PER WEEK. ADDITIONAL SEQUENCE AND BYPASS REQUIREMENTS ARE INCLUDED IN SPECIFICATION

SECTION 01014 CONSTRUCTION SEQUENCING/CONSTRAINTS AND 01525 TEMPORARY PUMPING

SYSTEMS

CITY CONTACT INFORMATION:

1. WASTE WATER DIVISION............................................................................... 407-246-2213

2. TRANSPORTATION ENGINEERING DIVISION..……………………………….. 407.246.2020

3. FOR LANE AND STREET CLOSURES FOR CONSTRUCTION ….......…....... 407.246.2372

4. FIRE DEPARTMENT ….......….......................................................................... 407.246.2390

5. OUC (WATER & ELECTRIC) .......................................................….......…...... 407.823.9150

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WATER CONSERV II WRF

EQUALIZATION PUMP STATION

IMPROVEMENTS

44051-001

JUNE 2026K. BLANTON

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT No.:

HAZEN No.:

DATE:

DRAWING

NUMBER:HAZEN AND SAWYER

2420 S. LAKEMONT AVENUE, SUITE 325

ORLANDO, FLORIDA 32814

G-00-04

GENERAL

ABBREVIATIONS AND SYMBOLSW. MARSHALL

SECTION

SECTION AND DETAIL IDENTIFICATION

NOTES:

IF PLAN AND SECTION (OR DETAIL CALL-OUT AND DETAIL)

ARE SHOWN ON SAME DRAWING, DRAWING NUMBER IS

REPLACE BY A DASH (-).

(1)

IF SECTION IS SHOWN IN TWO OR MORE LOCATIONS, THE

FIRST DRAWING NUMBER WHERE THE SECTION IS SHOWN IS

DISPLAYED IN THE SECTION TITLE.

(2)

(3)

IF THE DETAIL TITLE REFERS TO A STANDARD DETAIL, THE

DRAWING NUMBER IN THE DETAIL TITLE IS REPLACED WITH THE

ABBREVIATION STD.

(4)

IF A DETAIL IS SHOWN IN TWO OR MORE LOCATIONS, THE

DRAWING NUMBER IN THE DETAIL TITLE IS REPLACED WITH

A LINE.

A. SECTION CUT ON DRAWING G-1:

B. ON DRAWING G-2 THIS SECTION IS IDENTIFIED AS:

A. DETAIL CALL-OUT ON DRAWING G-1 AS:

DETAIL IDENTIFICATION

SECTION IDENTIFICATION

B. ON DRAWING G-2 THIS DETAIL IDENTIFIED AS:

* DENOTES DIMENSIONS OR ELEVATIONS

DEPENDENT ON EQUIPMENT SUPPLIED.

SECTION LETTER

DRAWING ON WHICH

SECTION APPEARS. (1)

SECTION LETTER

DRAWING FROM WHICH

SECTION WAS TAKEN. (1)(2)

DETAIL NUMBER

DRAWING ON WHICH

DETAIL APPEARS. (1)

DETAIL NUMBER

DRAWING ON WHICH

DETAIL IS CALLED OUT. (1)(3)

A. STANDARD DETAIL CALL-OUT ON DRAWING G-1 AS:

STANDARD DETAIL IDENTIFICATION

B. STANDARD DETAIL ON DRAWING G-10 THIS DETAIL IDENTIFIED AS:

DETAIL NUMBER

DRAWING ON WHICH

DETAIL APPEARS. (1)

DETAIL NUMBER

STANDARD DETAIL (4)

GENERAL NOTES:

FOR WELDING SYMBOLS USE AMERICAN

WELDING SOCIETY STANDARD SYMBOLS.

ELECTRICAL SYMBOLS SHOWN ON ELECTRICAL SHEETS.

(2) (1)

G-2

DETAIL

G-1

G-10

DETAIL

STD

ARROW INDICATES DIRECTION AND POINT OF

VIEW OF PHOTO

LOCATIONS AND ELEVATIONS ARE AS PER AS-BUILT DRAWINGS.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS.

(3)

LBS/FT POUNDS PER FOOT

FT

GALV

FPL, FP&L FLORIDA POWER AND LIGHT CO.

GALVANIZED

FOOT

RADIUS

REQUIRED

REINFORCING

RAD, R

REINF

REQ'D

R/W, ROW RIGHT OF WAY

SANITARY

SHEET

SECTION

SAN

SHT

SECT

SQUARE

STEEL

SQ

STL

SS

SPEC

STAINLESS STEEL

SPECIFICATION

HIGHH

HP

HR

HDPE

HORIZ

INFL

ID

HANDRAIL

HIGH DENSITY POLYETHYLENE

HIGH POINT

INSIDE DIAMETER

INFLUENT

HORIZONTAL

IF

INSUL

INT

ISO

JOINT

INV

JT

LF LINEAL FEET

INVERT

ISOLATION

INTERIOR

INSULATION

INSIDE FACE

TEMPORARY

SYMM

TEMP

T & B

TO

THICKTHK

TOP AND BOTTOM

THROUGHOUT

TEMPERATURE INDICATOR

SYMMETRICAL

VACUUM

TYPICAL

TOS

VAC

TYP

WWF

W/L

WELDED WIRE FABRIC

WATER LEVEL

TOP OF STEEL/TOP OF SLAB

TOC TOP OF CONCRETE

LP

MH

LWL

MAX

MANUF

MAXIMUM

MANUFACTURER

MANHOLE

LOW WATER LEVEL

LOW POINT

MIN

NIC

NGVD

No

OPNG

OD

OC

NTS

NATIONAL GEODETIC VERTICAL DATUM

OUTSIDE DIAMETER

OPENING

ON CENTER

NUMBER

NOT TO SCALE

NOT IN CONTRACT

MINIMUM

MECHANICALMECH

WITH

PI PRESSURE INDICATOR

LONG

STRUCTURAL

LG

STRUC

CENTER TO CENTER

CENTER LINE

C.C.

BLIND FLANGE

BALL VALVE

AIR RELIEF VALVEARV

BF

BV

VALVES, FITTINGS, ETC.

COLUMN

CLEAR

CLEAN OUT/COMPANY

CONCRETE

CONTRACTOR

CONTINUOUS

CONSTRUCTION

COL

CLR

CO

CONC

CONT

CONST

CONTR

DIAGONAL

DETAIL

DIAMETER

DIMENSION

DOWN

DOWEL

DRAWING(S)

DIAG

DET

DIM

DIA

DN

DWL

DWG(S)

EQUIPMENT DRAIN

EXPANSION JOINT

CHECK VALVE

BUTTERFLY VALVE

FLANGE

FITTING

FIRE HYDRANT

CV

BFV

ED

EXP JT

FTG

FH

FLG

GROOVED COUPLING

MECHANICAL JOINT

GATE VALVE

PLUG VALVE

PLAIN END

GC

GV

NPT

MJ

PV

PE

PRV

NATIONAL PIPE THREAD

PRESSURE RELIEF VALVE

CHECK VALVE (CV)

BALL VALVE (BV)

PLUG VALVE (PV)

GATE VALVE (GV)

THREE WAY VALVE

MECHANICAL COUPLING

HOSE BIBB (ELEVATION)

HOSE BIBB (PLAN)

GROOVED COUPLING

HARNESSED EXPANSION JOINT

HARNESSED MECHANICAL COUPLING

PRESSURE REGULATING VALVE

PRESSURE REDUCING/RELIEF VALVE

BUTTERFLY VALVE / DAMPER

EACH

EACH WAY

EACH FACE

EACH END

EFFLUENT

ELECTRIC

ELEVATION

ECCENTRIC

EA

EE

EW

EF

EFF

EL, ELEV

ELEC

ECC

EXISTING

EDGE OF PAVEMENT

EQUIPMENT

FOUL AIR

EXTERIOR

FINISH

FIRE EXTINGUISHER

EXPANSION

EOP

EXIST

EQUIP

FA

EXT

FIN

FE

EXP

ELECTRICAL MAINTENANCE HOLEEMH

PIPING

DUCTILE IRON PIPE

STAINLESS STEEL PIPE

IRON PIPE SIZE

POLYVINYLCHLORIDE

ERCP

DIP

SSP

IPS

PVC

GENERAL

CATCH BASIN

BOTTOM

BUILDING

CB

BOTT

BLDG

UNION

FIRE HYDRANT

EXPANSION JOINT

MAINTENANCE HOLE

POWER POLE

WELDED JOINT

CATCH BASIN

THREADED JOINT

PUSH-ON JOINT

MECHANICAL JOINT

FLANGED JOINT

SOCKET WELDED JOINT

THREADEDTHD

CIP CAST IRON PIPE

PLAIN ENDPE

FL FLOOR

COUPLINGCPLG

HOSE BIBBHB

MOTOR OPERATED VALVEMOV

PUMP STATIONPS

SOV SOLENOID OPERATED VALVE

CHECKEREDCHK'D

COPPER OR CUBICCU

DISCHARGEDISCH

INJECTIONINJ

LINELN

REDUCERRED

REHAB REHABILITATION

SOLENOID

MOTOR OPERATEDM

S

VENTURI METER

GAUGE

MAGNETIC METER

MM

EXISTING UTILITIES/STRUCTURE

PROPOSED PIPELINE (DOUBLE LINE IF

SCALE OF DRAWING PERMITS)

PROPOSED PIPELINE/STRUCTURE

PROPOSED STRUCTURE OR FACILITY

CONCRETE PIPE SUPPORT

REDUCER (SINGLE LINE)

REDUCER (DOUBLE LINE)

BLK BLOCK

VERTICALVERT

FORCE MAINFM

NORTH AMERICAN VERTICAL DATUM NAVD

POND OVERFLOWPO

CL,

INVERT ELEVATIONIE

PUMP STATIONPS

CHECK BALL VALVE

W/O WITHOUT

FIG FIGURE

CHLORINATED POLYVINYL CHLORIDECPVC

ELECTRICAL LIGHT POLE

NPW NON POTABLE WATER

ALUMINUM

ARCHITECTURAL

APPROXIMATEAPPROX

ARCH

AL, ALUM

DRAINDR

HIGH DENSITY POLYETHYLENE PIPEHDPE

RESTRAINED JOINTRJ

LONG RADIUSLR

PUSH ONPO

RJ RESTRAINED JOINT

CORRUGATED METAL PIPECMP

RCP REINFORCED CONCRETE PIPE

ANGLE

AB ANCHOR BOLT

DIGESTERDIG

GR GRADE

FTG FOOTING

HWL HIGH WATER LEVEL

LBS POUNDS

LAT LATERIAL

LENGTHLGTH

LIGHT POLEL.P.

LOCATIONLOC

OF OUTSIDE FACE

POINT OF CURVATUREP.C.

P.I. POINT OF INTERSECTION

PROPERTY LINEP/L, PL

PROPOSEDPROP

POUNDS PER SQUARE INCHPSI

POINT OF TANGENCYP.T.

PAVEMENTPVT

POTABLE WATERPW

REVISIONREV

RESTRAINEDREST

STANDARDSTD

STATIONSTA

TBD TO BE DETERMINED

WIDE

FLOWSTREAM IDENTIFICATION

SD STORM DRAIN

DWG#PHOTO#

W

GRAVITY MAIN

STORM DRAIN

UNDERGROUND ELECTRICAL

LINE

FENCE LINE

SS

SD

BE

X

R/W

BW

OHE

BFM

RIGHT OF WAY

LINE TYPE

NEW ASPHALT PAVEMENT

NEW CONCRETE PAVEMENT

BURIED WATER LINE

OVERHEAD ELECTRICAL LINE

TO BE DEMOLISHED / REMOVED

ELECTRICAL POWER POLE

ELECTRIC METEREM

WATER METER

SEWER MANHOLE

SURVEY CONTROL POINT

WATER MANHOLE

S

WM

W

STORM MANHOLESD

SURVEY CONTROL POINTIP

VENT

GUY POLE

TRAFFIC ELECTRIC VAULT

HOSE BIBB

ELECTRIC PANELEP

ELLIPTICAL REINFORCED

CONCRETE PIPE

BURIED FORCE MAIN

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WATER CONSERV II WRF

EQUALIZATION PUMP STATION

IMPROVEMENTS

44051-001

JUNE 2026K. BLANTON

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT No.:

HAZEN No.:

DATE:

DRAWING

NUMBER:HAZEN AND SAWYER

2420 S. LAKEMONT AVENUE, SUITE 325

ORLANDO, FLORIDA 32814

RAW SEWAGERS

EXIST.ODOR

CONTROL

TANK

EXIST.

EQUALIZATION

TANK

SOD ALL DISTURBED UNPAVED

AREAS W/BAHIA (TYP.)

MILL AND RESURFACE

EXISTING ASPHALT PAVEMENT

EXIST.

EQUALIZATION

PUMP STA.

MILL AND RESURFACE

EXISTING ASPHALT PAVEMENTSAW CUT EXIST. EDGE OF PVM'T

MATCH EXIST. CONDITIONS

SOD ALL DISTURBED UNPAVED

AREAS W/BAHIA (TYP.)

EXIST. YARD

HYDRANT/HOSE BIB

SHALL REMAIN

EXIST LIGHT POLE

SW

ALE

APPROX. LOCATION

OF EXIST. SWALE

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WATER CONSERV II WRF

EQUALIZATION PUMP STATION

IMPROVEMENTS

44051-001

JUNE 2026K. BLANTON

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT

ENGINEER:

REV ISSUED FOR DATE BY

0 1"1/2"

CONTRACT No.:

HAZEN No.:

DATE:

DRAWING

NUMBER:HAZEN AND SAWYER

2420 S. LAKEMONT AVENUE, SUITE 325

ORLANDO, FLORIDA 32814

SCALE: 1" = 10'

10 0 10'

CIVIL / SITE

ENGINEERING, INC. CS

E I1645 N. MAITLAND AVENUE

MAITLAND, FL 32751

C-01-01

ASPHALT PAVEMENT SECTION

NOT TO SCALE

1 FRICTION COURSE FC-9.5 (1" LIFT) (PG 76-22)

2 SUPERPAVE ASPHALTIC CONCRETE TYPE SP-12.5

(1.5") (TRAFFIC LEVEL D COARSE MIX (PG 76-22)

3 10" CRUSHED CONCRETE (SEE CITY OF

ORLANDO ENGINEERING STANDARDS MANUAL,

SECTION 6.06)

4 12" TYPE 'B' STABILIZATION MIN LBR 40

1.00'

NOTES:

1. CONTRACTOR TO RESTORE ALL DISTURBED UNPAVED

AREAS AND MILL AND RESURFACE ALL DISTURBED

PAVEMENT AREAS.

SITE PLAN

FOR REFERENCE ONLY

DEMO

EXISTING

DOOR

EXISTING STAIRS,

SEE STRUCTURAL

DEMO PLAN

DEMO PARTITION WALL

2' - 6"

DEMO CONCRETE FLOOR,

SEE STRUCTURAL PLANS

R E

M A

IN

EXISTING

EXISTING WINDOW

TO REMAIN IN PLACE

EXISTING

ELECTRICAL ROOM

EXISTING WALL TO REMAIN

IN PLACE

EXISTING WINDOW TO

REMAIN IN PLACE

EXIT

APPROX. LOCATION OF CEILING

OPENING, VIF. SEE NOTE 2.

E X

IS

T

IN

G

W A

L L

NEW METAL STAIRS,

SEE STRUCTURAL

SHEETS FOR DETAILS

E X

IS

T

IN

G

EXISTING

16' - 0"

EXISTING CMU WALLN

E

W P

A R

T

IT

IO

N

W A

L L

NEW PARTITION WALL

INFILL FRAME WALL

13' - 3" 2' - 9"

A-10-02

A_______

EXISTING

ELECTRICAL ROOM

D1

O1

E X

IS

T

IN

G

FRAME FOR NEW

OPENING

EXISTING CMU WALL

EXISTING WALLS TO REMAIN

EXISTING DOOR

TO REMAIN

EXISTING WALL

EXISTING WINDOW

NOTE 1

NOTE 1

NOTE 1

EXIT

APPROX. LOCATION OF CEILING

OPENING, VIF. SEE NOTE 2.

T R

A V

E L D

IS

T

A N

C E

(2 '-0

A-10-02

1_______

GENERAL ARCHITECTURAL NOTES

1. FOR CONCRETE AND STEEL SIZES AND CONFIGURATIONS, SEE

STRUCTURAL DRAWINGS.

2. FOR LOCATION OF EQUIPMENT PADS, SEE STRUCTURAL AND PROCESS

MECHANICAL DRAWINGS.

3. ITEMS NOT NOTED ON DRAWINGS SHALL BE CONSIDERED THE SAME AS

NOTED ITEMS WHICH ARE GRAPHICALLY REPRESENTED IN THE SAME

MANNER.

4. SURFACES TO BE PAINTED ARE NOT COMPLETELY INDICATED ON

DRAWINGS. SEE DETAILS SPECIFICATION 09900 PAINTING AND FINISH

SCHEDULE.

5. INTERIOR WALLS SHALL EXTEND TO UNDERSIDE OF THE ROOF UNO.

6. PROVIDE TOP OF WALL ANCHORS TO THE TOP METAL STUD WALL OF ALL

INTERIOR NEW WALLS TO THE UNDER ROOF STRUCTURE UNO.

7. TOP OF METAL STUD WALLS TO RECEIVE DEFLECTION TRACK AND 4'-0"

OC WIRE BRACING OR AS RECOMMENDED BY STUD MANUFACTURER.

8. NEW DOOR OR OPENINGS SHALL BE LOCATED 8" FROM THE CORNERS OF

MASONRY WALLS, AND 6" FROM THE CORNERS OF METAL STUD WALLS

UNLESS OTHERWISE DIMENSIONED ON THE PLAN.

9. WALL DIMENSIONS ARE TO FACE OF EXISITNG MASONRY OR FACE OF

NEW METAL STUD. SEE PARTITION SCHEDULE FOR ADDITIONAL

INFORMATION.

10. DIMENSIONS REPRESENT METAL STUD WALL OPENINGS, AND NOMINAL

OPENINGS IN METAL FRAMED WALLS.

11. EXISTING MASONRY WALL DIMENSIONS ARE NOMINAL MASONRY SIZES

UNO.

12. INTERIOR MASONRY WALLS THAT ARE TO RECEIVE METAL FURRING ARE

DIMENSIONED TO THE FACE OF THE METAL FURRING. SEE PARTITION

SCHEDULE FOR METAL FURRING TYPE AND FINISH.

13. WHERE THE TERM "ALIGN" IS SHOWN ON THE DRAWING, IT SHALL MEAN

THAT FINISH MATERIALS ON WALLS SHALL ALIGN. WHERE FINISHES HAVE

DIFFERENT SUBSTRATES, PROVIDE A CONTROL JOINT IN THE FINISH

MATERIAL WHERE THE DIFFERENT MATERIALS MEET.

14. CONDUITS IN FINISHED AREAS SHALL BE CONCEALED IN METAL STUD

WALLS.

15. WHERE DISSIMILAR METALS ADJOIN, SEPARATE WITH BARRIER COATING

TO PREVENT GALVANIC CORROSION.

16. FOR EXPOSED METAL DECK CEILINGS, ROOFING SCREWS TO BE CUT TO

NOT EXTEND MORE THAN 1" THROUGH METAL DECK.

17. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL LOADS, INCLUDING NON-

STRUCTURAL COMPONENT ANCHORAGE TO RESIST SEISMIC FORCES.

18. WHERE DISCREPANCIES ARE FOUND, VERIFY IN FIELD CONDITIONS AND

NOTIFY THE ENGINEER IN ACCORDANCE WITH THE GENERAL

CONDITIONS.

19. DRAWINGS ARE REPRESENTATIVE, AND DO NOT SUGGEST THE USE OF A

PARTICULAR PRODUCT. NOTES AND SPECIFICATIONS SHALL DEFINE

SPECIFIC PRODUCTS.

BUILDING CODE SUMMARY OF WORK

1. WORK WILL COMPLY WITH THE EIGHTH EDITION OF THE EXISTING

FLORIDA BUILDING CODE 2023.

2. THE BUILDING OCCUPANCY WILL REMAIN THE SAME, EXIT PATHS, AND

EXITS WILL NOT CHANGE LOCATION, CONSTRUCTION TYPE WILL NOT BE

MODIFIED. THE BUILDING IS OCCASIONALLY ENTERED FOR

MAINTENANCE, MONITORING, AND REPAIR BY SERVICE PERSONNEL. THE

BUILDING IS NOT REQUIRED TO MEET THE ACCESSIBILITY REQUIREMENTS

AS IT MEETS THE EXCEPTION FOR MACHINERY SPACES 203.5.

3. EXISTING STAIRS WILL BE REMOVED AND THE RISE AND RUN WILL BE

MODIFIED TO AGREE WITH CURRENT BUILDING CODE REQUIREMENTS

AND THE STRUCTURAL CONSTRAINTS OF THE BUILDING.

4. WALLS ENCLOSING THE STAIR WILL BE MODIFIED TO PROPOSED

CONFIGURATION. WALLS ARE DESIGNED TO NOT INCREASE LOADING ON

THE EXISTING STRUCTURE.

LEGEND:

PATH OF TRAVEL

P1

DOOR NUMBER - SEE DRAWING A-02

PARTITION TYPE - SEE DRAWING A-02DEMO AREAS

DESIGNED BY:

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

DATE:

HAZEN NO.:

CONTRACT NO.:

DRAWING

NUMBER:

PROJECT

ENGINEER:

DRAWN BY:

CHECKED BY:

REV ISSUED FOR DATE BY

HAZEN AND SAWYER

2420 S. LAKEMONT AVENUE, SUITE 325

ORLANDO, FLORIDA 32814

WATER CONSERV II WRF

EQUALIZATION PUMP STATION

IMPROVEMENTS

K. BLANTON

0 1/2" 1"

JUNE 2026

44051-001

1 ADDENDUM ONE 03/26 CD

A u to d e s k D o c s /4

-0

C o n s e rv

I I W

R F

E Q

P S

F in a l D e s ig n /4

-0

-E Q

P S

-A .r v t

/2

/2

:4

:1

P M

A-10-01

J. SCHEINBERG

W.RUSSELL

C.DELGADO

ARCHITECTURAL

EQUALIZATION PUMP STATION

EXISTING AND PROPOSED FLOOR PLANS

3/16" = 1'-0"

EXISTING FLOOR PLAN EL 98.00

3/16" = 1'-0"

PROPOSED FLOOR PLAN EL 98.00

NOTE 1:

FOR ALL STRUCTURAL, ELECTRICAL, HVAC, MECHANICAL, SEE

APPROPRIATE DISCIPLINE DRAWINGS, SHOWN FOR REFERENCE ONLY.

NOTE 2:

CONTRACTOR TO VERIFY DIMENSIONS OF CEILING OPENING AND

COORDINATE WITH TOP OF PARTITION WALL TO JOIN WITH EXISTING PRE-

CAST HOLLOW CORE ROOF.

N

APPROXIMATE LOCATION OF CEILING OPENING (FOR REFERENCE ONLY)

D1

PROPOSED PARTITION WALL

9' - 10"

EXISTING WALL

8' - 1"

METAL STAIRS & RAILING

SEE STRUCTURAL DRAWINGS

O1

HVAC COMPONENTS SEE

HVAC DRAWINGS

EXISTING WALLS

VARIES EL 108.00

EL 98.00

EL 88.75

EL 70.19

NOTE: REFER TO STRUCTURAL

DRAWINGS FOR ALL STAIR

PLANS, SECTIONS & DETAILS

EXISTING ROOF TO REMAIN

SILL

JAMB

HEAD

INSUL AS

SCHEDULED

GWB AS SCHEDULEDCAULK EACH

SIDE ALL

AROUND, TYP

DOOR AS

SCHEDULED

THRESHOLD AS

SCHEDULED

CONC FLOOR

SLAB SEE

STR DWGS

JAMB ANCHOR,

MIN 3 PER JAMB

DOOR AS

SCHEDULED

GWB AS SCHEDULED

MTL STUDS

BOX HEADER

METAL STUDS AS

SCHEDULED

FRAME AS

SCHEDULED

FLOOR FINISH AS

SCHEDULED

DOOR AS

SCHEDULED

SILL

HEAD

INSUL AS REQUIRED

5/8" MOLD

RESISTANT GWB

CAULK EACH

SIDE, TYP

EXISTING

CONC. FLOOR

SLAB

5/8" MOLD

RESISTANT GWB

6" MTL STUDS

OR MATCH EXISTING

WALL THICKNESS

DEFLECTION TRACK

AND HEADER METAL

CHANNEL

EXISTING FLOOR

EXISTING

CONCRETE CEILING

PAINT PER SPECS

RUBBER WALL BASE

ON EACH SIDE

DOOR LEGEND DOOR HARDWARE SCHEDULE:

AL

HM

IG

FRG

FRP

ALUMINUM

HOLLOW METAL

INSULATING GLAZING

FIRE GLASS

FIBERGLASS REINFORCED PLASTIC

MFR

PT

STL

TG

MANUFACTURER

PAINT

STEEL

TEMPERED GLASS

1. NEW DOOR:

* 1-1/2" PAIR FULL MORTISED STAILESS STEEL BUTT HINGES

* (4-1/2" X 4-1/2" MCKINNEY MPB91, 630 FINISH

* HEAVY DUTY OVERHEAD CLOSER, LCN 1461

* LEVER HANDLE WITH KEY OUTSIDE AND PUSH BUTTON INSIDE

LOCKSET (ANSI F82/SCHLADGE D50PD LESS CORE, RHODES LEVER 626,

BEST CORE W/626 FINISH

* 12" X 24" STAINLESS STEEL KICK PLATE (BOTH SIDES)

* FLOOR STOP TRIMCO 1211 DOME STOP, 626 FINISH

* 12" X 36"X1/2" TEMPERED VISION PANEL

ROOM FINISH LEGEND ROOM FINISH SCHEDULE NOTES:

CL

CONC

CMU

ES

CONTAINMENT LINER

CONCRETE

CONCRETE MASONRY UNITS

EXPOSED STRUCTURE

EX

GWB

MFR

PT

EXISTING

GYPSUM WALLBOARD

MANUFACTURER

PAINT

1. NEW WALL GWB PAINT (SEE PAINT SPECIFICATIONS)

2. EXISTING CONCRETE CEILING, PAINT TO MATCH EXISTING

FINISH WHERE NECESSARY. ( SEE PAINT SPECIFICATIONS)

F1 (D1)

FRAME TYPES DOOR TYPES1/4" = 1'-0" 1/4" = 1'-0"

F2 (O1) HG (D1)

GLASS AS

SCHEDULED, TYP

2' - 0"

6" TYP

2' - 0"

3' - 0" 2"2"

DESIGNED BY:

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

DATE:

HAZEN NO.:

CONTRACT NO.:

DRAWING

NUMBER:

PROJECT

ENGINEER:

DRAWN BY:

CHECKED BY:

REV ISSUED FOR DATE BY

HAZEN AND SAWYER

2420 S. LAKEMONT AVENUE, SUITE 325

ORLANDO, FLORIDA 32814

WATER CONSERV II WRF

EQUALIZATION PUMP STATION

IMPROVEMENTS

K. BLANTON

0 1/2" 1"

JUNE 2026

44051-001

1 ADDENDUM ONE 03/26 CD

A u to d e s k D o c s /4

-0

C o n s e rv

I I W

R F

E Q

P S

F in a l D e s ig n /4

-0

-E Q

P S

-A .r v t

/2

/2

:4

:1

P M

A-10-02

J. SCHEINBERG

W.RUSSELL

C.DELGADO

ARCHITECTURAL

EQUALIZATION PUMP STATION

ELEVATIONS, DETAILS AND NOTES

SECTION

1/4" = 1'-0" A-10-01

A

DETAIL

1 1/2" = 1'-0"

1 DETAIL

1 1/2" = 1'-0"

DOOR SCHEDULE

Type

FRAME DOOR DETAILS

FIRE

RATING

GLAZING

FINISH WIND

SECURITY

WIRING

HARDWARE

THRESHOLD REMARKSTYPE MATL TYPE MATL

ACTIVE

WIDTH

INACTIVE

WIDTH HEIGHT THICKNESS HEAD JAMB SILL TYPE SIZE NO NOTE

HS Single Door - HG

- 3'-0"x7'-2" F-1 HM HG HM 3' - 0"

0' - 0" 7' - 2" 1 3/4" 1 1 1 TG 24"x36" PT - -- AL

NEW PARTITION WALL

NO. DESCRIPTION

FLOOR BASE CEILING

RM WALL

- FINISH

RM WALL

SUBSTR

ATE

RM

CEILING

HEIGHT

CEILING

REMARKS

SUBSTRATE FINISH SUBSTRATE FINISH SUBSTRATE FINISH

100 EXISTING ELECTRICAL ROOM EXISTING

CONCRETE

- - - EXISTING

CONCRETE

PAINT-PER

SPECS

GWB EXISTING EXISTING

CONCRETE

MATCH EXISTING HEIGHT BOTH

SIDES

GENERAL STRUCTURAL NOTES CONCRETE (CAST-IN-PLACE)

THESE NOTES ARE GENERAL AND SUPPLEMENT THE SPECIFICATIONS. THESE NOTES APPLY TO THE ENTIRE PROJECT UNLESS

MODIFIED OR NOTED OTHERWISE IN THE CONTRACT DOCUMENTS.

STANDARD DETAILS SHALL BE USED WHEN REFERRED TO OR WHEN NO MORE RESTRICTIVE OR DIFFERENT DETAILS ARE SHOWN

ON THE DRAWINGS.

DESIGN IS IN ACCORDANCE WITH AND CONSTRUCTION SHALL COMPLY WITH THE PROVISIONS OF THE F LORIDA BUILDING CODE.

THE DESIGN LOADS AND OTHER DESIGN VALUES GIVEN IN NOTES G-4 THROUGH G-6 WERE USED FOR DESIGN OF STRUCTURES UNLESS NOTED OTHERWISE ON THE DRAWINGS. DESIGN AND CONSTRUCTION OF ALL ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES SHALL COMPLY WITH ACI 350, CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES AND COMMENTARY. ANY STRUCTURES CONTAINING FLUID, PROCESS CHEMICALS OR OTHER MATERIALS USED IN THE TREATMENT PROCESS SHALL BE CONSIDERED ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES, INCLUDING PUMP STATIONS, TANKS, BASINS, AND PROCESS STRUCTURES.

LIVE LOADS:

C-1

C-2

G-1

G-2

G-3

G-4

STRUCTURAL METALS

M-1

M-2

M-3

M-4

M-5

M-6

M-7

M-8

M-9

M-10

M-11

M-12

M-13

M-14

M-15

DETAIL, FABRICATE, AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH ANSI/AISC 360 SPECIFICATION FOR STRUCTURAL

STEEL BUILDINGS, LATEST EDITION.

STEEL MATERIAL:

A) STRUCTURAL HSS: ASTM A500, GRADE C (46/50 KSI) OR A1085 GRADE A (50 KSI)

B) STRUCTURAL PIPE: ASTM A53, GRADE B (35 KSI)

C) PLATES AND BARS: ASTM A36 UNO (36 KSI)

D) STRUCTURAL W, C, & MC SHAPES: ASTM A992 (50 KSI)

E) STRUCTURAL HP, M, S, & L SHAPES: ASTM A572 GRADE 50 (50 KSI)

F) ANCHOR RODS: ASTM F1554 GRADE 55 (55 KSI)

PROVIDE MINIMUM 3/4" DIAMETER ASTM F3125 GRADE A325 TYPE 1 OR GRADE F1852 TYPE 1 HIGH STRENGTH BOLTS WITH SNUG TIGHTENED TYPE N CONNECTIONS FOR STRUCTURAL STEEL UNLESS NOTED OTHERWISE. HOLES FOR BOLTS SHALL BE

STANDARD SIZE UNLESS NOTED OTHERWISE.

PROVIDE TYPICAL STEEL BEAM CONNECTIONS FOR A CAPACITY OF NOT LESS THAN ONE HALF OF THE TOTAL UNIFORM LOAD CAPACITY TABULATED IN THE AISC TABLES FOR ALLOWABLE LOADS OF BEAMS UNLESS NOTED OTHERWISE.

DO NOT PAINT STEEL SURFACES WHICH ARE TO BE WELDED OR ARE TO BE ENCASED IN CONCRETE.

DETAIL, FABRICATE, AND ERECT STRUCTURAL STAINLESS STEEL IN ACCORDANCE WITH ANSI/AISC 370 SPECIFICATION FOR STRUCTURAL STAINLESS STEEL BUILDINGS, LATEST EDITION. ALL STAINLESS STEEL FABRICATIONS EXPOSED TO UNDERWATER SERVICE, IN CONFINED AREAS CONTAINING FLUID, AND IN CORROSIVE ENVIRONMENTS SHALL BE TYPE 316. ALL OTHER

STAINLESS STEEL FABRICATIONS SHALL BE TYPE 304 UNLESS NOTED OTHERWISE.

ALUMINUM SHALL BE ALLOY 6061-T6 UNLESS NOTED OTHERWISE.

ALL BOLTS, ANCHORS, AND CONCRETE ANCHORS CONNECTING ALUMINUM OR STAINLESS STEEL SHALL BE STAINLESS STEEL TYPE 316 FOR UNDERWATER APPLICATIONS, IN CONFINED AREAS CONTAINING FLUID, AND IN CORROSIVE ENVIRONMENTS AND

TYPE 304 FOR ALL OTHER APPLICATIONS.

ALUMINUM SHALL BE ISOLATED FROM CONTACT WITH CONCRETE AND DISSIMILAR METALS.

ALL GROOVE AND BUTT WELDS SHALL BE FULL PENETRATION.

FILLET WELD SIZES SHALL NOT BE LESS THAN THE MINIMUM SIZE REQUIRED BY AISC CODE FOR PLATE SIZES TO BE CONNECTED AND SHALL BE APPLIED TO THE ENTIRE JOINT CONTACT LENGTH, AND NOT LESS THAN 3/16".

ALL WELDS SHALL BE PERFORMED IN THE SHOP UNLESS NOTED BY A FIELD WELD SYMBOL OR APPROVED BY ENGINEER.

BOTTOM SURFACES OF BASE PLATES SHALL BE GROUTED TO ENSURE FULL BEARING CONTACT WITH CONCRETE SLAB.

WHENEVER ONE MEMBER IS FASTENED TO ANOTHER WITH FASTENINGS (BOLTS, WELDS, ETC.) SET AT A UNIFORM SPACING, A MINIMUM OF TWO FASTENINGS PER PIECE SHALL BE CONNECTED AND THE FIRST AND LAST FASTENINGS SHALL BE LOCATED

NOT TO EXCEED 0.25 OF FASTENER SPACING FROM EACH END.

GRATING PANELS SHALL BE CONFINED TO PREVENT MOVEMENT PER STANDARD DETAIL S-05-0706. USE OF GRATING CLIP

ATTACHMENT IS NOT ACCEPTABLE TO PREVENT GRATING MOVEMENT.

DESIGN OF CONCRETE ELEMENTS INCLUDING WALLS, FORMED SLABS, BEAMS, AND COLUMNS IS IN ACCORDANCE WITH ACI 318 (CODE REQUIREMENTS FOR STRUCTURAL CONCRETE) AND 350 (CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING

CONCRETE…