Know what's below.

before you dig.Call

R

*NOTICE*

THIS SET OF PLANS IS NOT VALID FOR CONSTRUCTION PURPOSES WITHOUT BEING STAMPED

"APPROVED FOR CONSTRUCTION BY CPH INC." PLANS WITHOUT THIS STAMP ARE GIVEN FOR

INFORMATIONAL PURPOSES ONLY.

VOLUSIA COUNTY

Southwest Storage And Repump Facility

JOB# V03120

DATE: OCTOBER 2025

c 2025

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

C 2025 www.cphcorp.com eA Full Servic

A & E Firm

Index of Sheets

SEE SHEET G-01

County Officials

COUNTY CHAIR

Jeff Brower

COUNTY COUNCIL

At-Large: Jake Johansson

District 2: Matt Reinhart District 3: Danny Robins

District 4: Troy Kent

COUNTY MANAGER

George Recktenwald

DIRECTOR OF UTILITIES

Michael Ulrich

SR. UTILITY ENGINEER

Dr. Erin Reed, P.E.

District 5: David Santiago

District 1: Don Dempsey

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

ROBERTO MARCOS GONZALEZ, P.E.

P.E. LIC. # 56875

Drawing name: J:\V03120\Civil\DWG\_DWG Fort Florida GST\V03120 Cover.dwg Sep 15, 2025 - 8:46am dg.Holland

100% SUBMITTAL

ADDRESS: 798 FORT FLORIDA RD. DEBARY 32713

M-07

M-08

M-09

M-10

M-11

M-13

A001

A002

A010

M-12

GROUND STORAGE TANK DETAILS

HIGH SERVICE PUMPS PIPING PLAN

HIGH SERVICE PUMPS SECTIONS

CHEMICAL TANKS PLAN

CHEMICAL TANKS SECTIONS

CHEMICAL INJECTION ASSEMBLY AND

CHEMICAL ACCESS BOX DETAILS

SOLENOID CONTROLLED SUSTAINING

VALVE AND CHECK VALVE ASSEMBLIES

FLOW METER AND

CHEMICAL INJECTION ASSEMBLIES

SHEET INDEX AND DRAWING CONVENTIONS

GENERAL INFORMATION AND ABBREVIATIONS

CODE SUMMARY, CALCULATIONS &

LIFE SAFETY PLAN

STANDARD DETAILSD-01

D-02

D-03

STANDARD DETAILS

STANDARD DETAILS

A031

A101

A201

PARTITION TYPES & NOTES

ARCHITECTURAL FLOOR PLAN

EXTERIOR ELEVATIONS

A521 DETAILS

M-14

STANDARD DETAILSD-04

1G-0

A203 EXTERIOR ELEVATIONS

SHEET NO.

G-01

G-02

G-03

G-04

G-05

C-01

C-02

C-03

C-04

C-05

C-06

M-01

M-02

M-03

M-04

DRAWING INDEX

COVER

GENERAL NOTES AND VICINITY MAP

SYMBOLS & ABBREVIATIONS

PROCESS FLOW DIAGRAM

HYDRAULIC GRADE LINE

BOUNDARY AND TOPOGRAPHIC SURVEY

TREE REMOVAL PLAN

OVERALL GRADING PLAN

CONNECTION TO FORT FLORIDA ROAD

SITE FINAL GRADING PLAN

YARD PIPING PLAN

GROUND STORAGE TANK FLOOR AND ROOF PLAN

GROUND STORAGE TANK DETAILS

GROUND STORAGE TANK DETAILS

GROUND STORAGE TANK DETAILS

SWPPP EROSION CONTROL NOTES AND DETAILSC-07

C-08

STORMWATER DETAILSC-09

STORMWATER DETAILSC-10

SWPPP EROSION CONTROL DETAILS

SIGNATURE SHEET

G-06

C-06A PIPE CONFLICT CROSS SECTIONS

OUTFALL STRUCTURE AND CROSS SECTIONSC-11

TITLE SHEET NO.

DRAWING INDEX

TITLE SHEET NO.

DRAWING INDEX

TITLE

M-05 GROUND STORAGE TANK DETAILS

MP0

E-01

E-02

E-05

E-06

MECHANICAL TITLE SHEET

ELECTRICAL NOTES, SYMBOLS &

ABBREVIATIONS

OVERALL ELECTRICAL SITE PLAN

SINGLE LINE DIAGRAM

CONTROL RISER DIAGRAM

E-08 VFD ELEMENTARY DIAGRAM

E-09 PCP BACK UP CONTROL DIAGRAM

E-11 HIGH SERVICE PUMP ROOM ELECTRICAL PLAN

E-12

CHEMICAL STORAGE FACILITY

ELECTRICAL PLAN

E-13 OVERALL BUILDING LIGHT PLAN

E-14 OVERALL BUILDING GROUNDING &

LIGHTING PROTECTION PLAN

E-15

SOLENOID VALVE / FLOW METER ASSEMBLY

& CHECK VALVE ASSEMBLY ELECTRICAL PLANS

E-16 FLOW METER ASSEMBLY ELECTRICAL PLAN

E-17 GROUND STORAGE TANK ELECTRICAL PLAN

E-18 GENERATOR ELECTRICAL PLAN

E-19 LIGHT FIXTURE SCHEDULE & DETAILS

E-20 PANEL SCHEDULE

E-21 ELECTRICAL DETAILS - 1

E-22 ELECTRICAL DETAILS - 2

E-23 ELECTRICAL DETAILS - 3

E-24 ELECTRICAL DETAILS - 4

I-01 NOTES, SYMBOLS, AND ABBREVIATIONS

I-02 P&ID PROCESS

I-03 DUPLEX SKID SYSTEM

I-04 POWER MANAGEMENT

I-05 PICS NETWORK SYSTEM BLOCK DIAGRAM

FOUNDATION PLANS100

FOOTING SECTION DETAILSS101

CONCRETE PAD & FOOTING DETAILSS102

CONCRETE PAD DETAILSS103

CONCRETE PAD DETAILSS104

S105

S106

TYPICAL CONCRETE DETAILSS107

FRAMING PLANS200

ABBREVIATIONS AND WIND PRESSURE TABLESS002

STRUCTURAL GENERAL NOTESS001

CONCRETE PAD DETAILS

CONCRETE SLAB DETAILS

MP1 MECHANICAL AND PLUMBING PLAN

SS-01 SECURITY SITE PLANS

SS-02 SECURITY SYSTEM ACCESS DETAILS

SS-03 OVERALL OPERATIONS BUILDING SECURITY

SYSTEM PLAN

SS-04 SECURITY SYSTEM BLOCK DIAGRAM

E-03 ELECTRICAL SITE PLAN

E-04 CONDUIT & DUCTBANK SECTIONS

E-07 MISC DIAGRAMS

TYPICAL CONCRETE DETAILSS108

M-06 GROUND STORAGE TANK DETAILS

A301

A500

BUILDING SECTIONS

DOOR SCHEDULE

SHEET NO.

DRAWING INDEX

TITLE

E-10 ELECTRICAL ROOM & IT ROOM POWER PLAN

I-06 UPS POWER ELEMENTARY DIAGRAM

PROJECT ENGINEER / CIVIL

ROBERTO MARCOS

GONZALEZ, P.E. REG. #56875

CPH CONSULTING, LLC

500 WEST FULTON STREET

SANFORD, FL 32771

ENGINEER C.O.A. #3215

DATE

CONSTRUCTION PLANS:

SHEET NO. SHEET DESCRIPTION

G-01-G-06 GENERAL SHEETS

C-02-C-10 CIVIL PLANS

M-01-M-014 MECHANICAL PLANS

D-01-D-04 STANDARD DETAILS

Roberto Marcos Gonzalez, State of Florida, Professional Engineer, License No. 56875. This item has been digitally signed and sealed by Roberto Marcos Gonzalez, PE on the date indicated here.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

STRUCTURAL

EDUARDO AVILES NIEVES, P.E.

FLORIDA REG. #85877

CPH CONSULTING, LLC

500 WEST FULTON STREET

SANFORD, FL 32771

ENGINEER C.O.A. #3215

DATE

CONSTRUCTION PLANS:

SHEET NO. SHEET DESCRIPTION

G-02 SIGNATURE SHEET

S001,S200, STRUCTURAL PLANS

Eduardo Aviles Nieves, State of Florida, Professional Engineer, License No. 85877. This item has been digitally signed and sealed by Eduardo Aviles Nieves, PE on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

ARCHITECTURAL

KET WEST, A.I.A.

FLORIDA REG. #AR102902

CPH CONSULTING, LLC

500 WEST FULTON STREET

SANFORD, FL 32771

ENGINEER C.O.A. #3215

DATE

CONSTRUCTION PLANS:

SHEET NO. SHEET DESCRIPTION

G-02 SIGNATURE SHEET

A001-A521 ARCHITECTURAL PLANS

ELECTRICAL / INSTRUMENTATION

STEPHEN E. BAILEY, P.E.

FLORIDA REG. #42461

BAILEY ENGINEERING CONSULTANTS, INC.

10620 GRIFFIN ROAD, SUITE 202

COOPER CITY, FL 33328

ENGINEER C.O.A. #6783

DATE

CONSTRUCTION PLANS:

SHEET NO. SHEET DESCRIPTION

G-02 SIGNATURE SHEET

E-01-E-21 ELECTRICAL PLANS

I-01-I-05 INSTRUMENTATION PLANS

Stephen E. Bailey, State of Florida, Professional Engineer, License No. 42461. This item has been digitally signed and sealed by Stephen E. Bailey, PE on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

HVAC / PLUMBING

JEFFREY A. DEAL, P.E.

FLORIDA REG. #87451

CPH CONSULTING, LLC

500 WEST FULTON STREET

SANFORD, FL 32771

ENGINEER C.O.A. #3215

DATE

CONSTRUCTION PLANS:

SHEET NO. SHEET DESCRIPTION

G-02 SIGNATURE SHEET

M0-00-MP-1 HVAC PLANS

Jeffrey A. Deal, State of Florida, Professional Engineer, License No. 87451. This item has been digitally signed and sealed by Jeffrey A. Deal, PE on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

SURVEY

PAUL J. KATREK, P.S.M.

FLORIDA REG. #6233

CPH CONSULTING, LLC

500 WEST FULTON STREET

SANFORD, FL 32771

ENGINEER C.O.A. #LB7143

DATE

CONSTRUCTION PLANS:

SHEET NO. SHEET DESCRIPTION

G-02 SIGNATURE SHEET

C-01 (V-01) SURVEY SHEET

The electronic signature hereon is in compliance with the Florida Administrative Code (FAC) 5J-17.062(3) and the seal appearing on this document was authorized by Paul J. Katrek, PSM, 6233 per 5J-17.062(2).

THE ABOVE PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE PROFESSIONAL ARCHITECT SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

Job No.

Date:

Checked by:

Designed by:

Drawn by:

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

8 SOUTHWEST STORAGE AND

REPUMP FACILITY

Debary, Florida V03120 4/22/2025

RG

VM/RG

GCM

C 2025

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH CONSULTING, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

Building Better Communities Together

100% SUBMITTAL

Drawing name: J:\V03120\Civil\DWG\_DWG Fort Florida GST\V03120 Signature Sheet.dwg Sep 02, 2025 - 11:06am dg.Holland

G-02SIGNATURE SHEET

FO

R

T

FL

O R

ID

A

R O

A D

FORT FLORIDA ROAD

LAKE

KONOMAC

G-03GENERAL NOTES

AND VICINITY MAP

GENERAL NOTES

1. CITY OF DEBARY AND VOLUSIA COUNTY UTILITIES SHALL BE NOTIFIED AT LEAST SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION

ACTIVITY, OR PRIOR TO ANY ACTIVITY REQUIRING THE PRESENCE OF OR AN ACTION BY UTILITIES STAFF SUCH AS SCHEDULING VALVE OPERATION, PRESSURE TESTING, PIPE CONNECTION, PUMP STATION OPERATIONS OR SHUTDOWNS, ETC.

2. THE CONTRACTOR SHALL NOTIFY VOLUSIA COUNTY AT LEAST 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION.

3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE A PRE-CONSTRUCTION VIDEO (DVD/ FLASH DRIVE FORMAT) IN ACCORDANCE WITH THE SPECIFICATIONS. IN PARTICULAR, THE VIDEO SHALL DOCUMENT THE CONDITION OF EXISTING DRIVEWAYS, BUILDINGS, STRUCTURES, MAILBOXES, SIGNS, FENCES, AND LANDSCAPING WITHIN PROPOSED CONSTRUCTION LIMITS.

4. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.60-553.64). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE

INCIDENTAL TO THE CONTRACTOR.

5. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL AVAILABLE REGULATORY AGENCY PERMITS AND LOCAL AGENCY

PERMITS.

6. SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY VOLUSIA COUNTY UTILITIES AND ENGINEER.

7. WATER, WASTEWATER AND RECLAIMED WATER VALVES, PUMP STATIONS OR OTHER UTILITY INFRASTRUCTURE ARE TO BE OPERATED ONLY BY VOLUSIA COUNTY UTILITIES PERSONNEL. ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION.

8. ALL EXISTING WATER MAINS, FORCE MAINS, GRAVITY PIPES AND OTHER UTILITY FACILITIES WITHIN THE LIMITS OF THE PROJECT WILL BE

SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION.

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

EXISTING UTILITY LOCATIONS.

10. LOCATIONS OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES AND DETERMINE THE STATUS OF SAID UTILITY, PRIOR TO ANY DEMOLITION OR CONNECTION OF PROPOSED UTILITIES. CONTRACTOR SHALL CONTACT UTILITY OWNERS, INCLUDING FIBER OPTICS COMPANIES, AT LEAST SEVEN (7) DAYS PRIOR TO CONSTRUCTION AND A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. EXTREME CAUTION SHALL BE EXERCISED IN

AREAS OF FIBER OPTICS AND GAS MAINS.

11. IMMEDIATELY AT ONSET OF CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES CRITICAL TO COMPLETING THE PROJECT (INCLUDING WATER, SEWER, RECLAIMED WATER, POWER, TELEPHONE, GAS AND CABLE TV) AND SHALL EVALUATE POTENTIAL CONFLICTS IN A WRITTEN REPORT. ANY CONFLICTS SHALL BE REPORTED TO

ENGINEER/OWNER IMMEDIATELY UPON DISCOVERY AND DETAILED IN THE REPORT.

12. ALL UTILITIES CONSTRUCTION CONNECTING TO THE VOLUSIA COUNTY UTILITIES SYSTEM SHALL CONFORM TO THE CURRENT VOLUSIA COUNTY'S SPECIFICATIONS FOR WASTEWATER AND WATER MAIN CONSTRUCTION UNLESS OTHERWISE NOTED.

13. SUPPORT AND 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, LIGHT POLES, AND ALL OTHER UTILITIES DURING CONSTRUCTION.

14. ALL PIPE, PIPE FITTINGS AND APPURTENANCES INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED OR MARKED IN ACCORDANCE

WITH VOLUSIA COUNTY UTILITIES STANDARDS.

15. ALL BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MINIMUM DRY DENSITY AS MEASURED BY AASHTO T-180 METHOD 'D' TEST (MODIFIED PROCTOR) IN OPEN AREAS AND NOT LESS THAN 98% OF MAXIMUM DRY DENSITY AS MEASURED BY AASHTO T-180 METHOD 'D' TEST (MODIFIED PROCTOR) UNDER ASPHALT OR CONCRETE PAVEMENT AND WITHIN 3-FT OF PAVEMENT. ALL SOIL TESTING TO BE CONDUCTED BY THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ALL REASONABLE ASSISTANCE DURING THE SOIL TESTING. RESULTS, PASSING OR FAILING, SHALL BE PROVIDED TO VOLUSIA COUNTY FOR REVIEW.

16. MAINTAIN EMERGENCY VEHICLE ACCESS TO ALL BUSINESSES AND RESIDENCES AT ALL TIMES.

17. ALL MAINS SHALL BE CONSTRUCTED AS SHOWN ON PLANS. A MINIMUM COVER OF 36 INCHES SHALL BE MAINTAINED ON ALL MAINS, WHERE IT IS NOT OTHERWISE SPECIFIED ON PLANS OR DIRECTED BY ENGINEER.

18. PIPE LENGTHS SHOWN ON PLANS ARE APPROXIMATE. ACTUAL LENGTHS ARE TO BE DETERMINED DURING CONSTRUCTION.

19. NO VALVE BOXES, METERS, PORTIONS OF MANHOLES OR OTHER APPURTENCES OF ANY KIND SHALL BE LOCATED IN ANY PORTION OF A CURB-AND-GUTTER SECTION. CONTRACTOR SHALL ADVISE ENGINEER IMMEDIATELY UPON DISCOVERY OF A POTENTIAL CONFLICT.

20. CONTRACTOR SHALL PROVIDE DETAILED AS-BUILT DRAWINGS OF ALL EXISTING UTILITIES UNCOVERED IN TRENCHES. THE AS-BUILT SHALL RECORD LOCATION, SIZE, TYPE, ELEVATION AND OWNER OF ALL UTILITY FACILITIES UNCOVERED.

21. WHEN USING SCALED DATA CONSIDER THAT THESE PLANS MAY HAVE ALTERED IN SIZE DURING REPRODUCTION.

22. LOCATIONS AND DIMENSIONS OF EXISTING RIGHT-OF-WAYS AND EASEMENTS ARE BASED ON BEST AVAILABLE INFORMATION. VERIFY AND STAKE THE LIMITS OF THE RIGHT-OF-WAYS AND EASEMENTS IN ORDER TO AVOID ENCROACHMENTS BEFORE AND DURING

CONSTRUCTION.

23. WHEN OBTAINING DATA AND INFORMATION FROM THE PLANS, FIGURES SHALL BE USED IN REFERENCE TO SCALED DIMENSIONS.

24. COMPLETE ALL CONSTRUCTION WITHIN RIGHT OF WAY LIMITS AND EASEMENT LIMITS, UNLESS OTHERWISE NOTED.

25. RESTORE ALL EXISTING IMPROVEMENTS AND DISTURBED AREAS TO ORIGINAL OR BETTER CONDITION.

26. ASPHALTIC CONCRETE DRIVES SHALL BE COMPLETED TO THE ORIGINAL EDGE OF PAVEMENT. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE EXISTING PAVEMENT OUTSIDE OF NEW PAVING LIMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING

ALL DAMAGE TO THE EXISTING ROADWAY OUTSIDE THE NEW PAVING LIMITS.

27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL REQUIREMENTS OF REGULATORY AGENCY PERMITS FOR

CONSTRUCTION ACTIVITIES AND RELATED ACTIVITIES.

28. BENCHMARK LOCATIONS AND ELEVATIONS ARE SHOWN IN THE PLANS AS REPRESENTED BY THE SURVEYOR AT THE TIME OF SURVEY.

CONTRACTOR SHALL VERIFY ITS CORRECTNESS AT THE TIME OF CONSTRUCTION AND INSTALL HIS OWN TEMPORARY BENCHMARKS AS NECESSARY. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER.

29. WHERE REQUIRED, AT NO ADDITIONAL COST TO VOLUSIA COUNTY UTILITIES, THE CONTRACTOR SHALL USE TEMPORARY SHEETING OR TRENCH BOXES TO MINIMIZE THE SIZE OF EXCAVATIONS AND PROTECT EXISTING ROADWAYS, UTILITIES AND OTHER FACILITIES.

CONTRACTOR TO COMPLY WITH OSHA TRENCH SAFETY REQUIREMENTS AT ALL TIMES.

30. NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY-OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCEMAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY-OR VACUUM-TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE 3 OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCEMAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE.

HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.

31. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY-OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCEMAINS, OR PIPELINES

CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.

32. THE CONTRACTOR SHALL CALL SUNSHINE STATE ONE CALL NO LESS THAN TWO WORKING DAYS PRIOR TO THE START OF

CONSTRUCTION - PHONE - 800-432-4777.

33. THE DISPOSAL OF ANY EXCESS EARTHWORK MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

34. SALVAGE AND/OR DISPOSAL OF ALL EXISTING EQUIPMENT SHALL BE AT THE DIRECTION OF THE ENGINEER AND VOLUSIA COUNTY

UTILITIES.

35. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL OF ALL STRUCTURES, PIPE, CONDUIT, WIRE, FITTINGS, ETC. THAT

DEMOLISHED, DISASSEMBLED, OR REMOVED.

36. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DE-WATERING REQUIRED DURING CONSTRUCTION AND TO OBTAIN AND PAY FOR

PERMITS REQUIRED FOR TEMPORARY DEWATERING.

37. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY PLUGS, BLOCKING, TAPS, AND TESTING EQUIPMENT REQUIRED TO

COMPLETE PRESSURE TESTING, AS SPECIFIED.

38. CONTRACTOR TO RESTORE ALL DAMAGED AND DISTURBED AREAS TO EQUAL OR BETTER CONDITION. CONTRACTOR SHALL INCLUDE IN HIS BID ALL COSTS FOR RESTORATION OF ALL LANDSCAPED AND SODDED AREAS DISTURBED AS PART OF HIS WORK.

39. CONTRACTOR TO COMPLETE HIS WORK AT THE END OF EACH DAY AND REOPEN SIDEWALKS FOR PUBLIC USE. SIDEWALKS SHALL CONSIST OF A STABILIZED ASPHALTIC SURFACE, OR EQUAL, SUITABLE FOR PUBLIC FOOT TRAFFIC.

40. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO

AND DURING CONSTRUCTION IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS.

41. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS REPRESENT A MINIMUM REQUIREMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES NEEDED IN ORDER TO PREVENT THE TRANSFER OF SEDIMENT FROM THE PROJECT AREA AND PREVENT THE EROSION OF SURFACES DURING CONSTRUCTION, AS NEEDED TO

PROTECT ADJACENT PROPERTIES AND WATER BODIES.

42. IN THE EVENT THAT WATER IS ENCOUNTERED DURING CONSTRUCTION, DEWATERING SHALL BE CONDUCTED. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, OPERATION, AND SUBSEQUENT REMOVAL OF DEWATERING SYSTEMS AND THEIR SAFETY AND CONFORMITY WITH LOCAL, COUNTY, STATE AND FEDERAIL CODES, AND REGULATIONS. IF DEWATERING EQUIPMENT

NEEDED EXCEEDS ANY OF THE FOLLOWING:

43. 6" PUMP VOLUTE; 2) 100,000 GPD TOTAL 24 HOUR (1 DAY) DEWATERING, AND; 3) 1,000,000 GPD PUMP CAPACOUNTY, THE CONTRACTOR SHALL BE REQUIRED TO PERMIT THE DEWATERING SYSTEM WITH THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD). THE ENGINEER AND/OR OWNER SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE ABOVE THRESHOLDS ARE EXCEEDED.

44. DEWATERING DISCHARGE FROM THE SITE SHALL COMPLY WITH ALL NPDES GENERAL PERMIT REQUIREMENTS AND STATE WATER QUALITY STANDARDS. PROVIDE ALL TESTING AND PERMITTING REQUIRED AND COMPLY WITH ALL TREATMENT OR DISPOSAL METHODS

REQUIRED TO MEET ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

45. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY BOUNDARY, RIGHT-OF-WAY AND EASEMENTS, AND OTHER AREAS SPECIFICALLY DESIGNATED FOR CONSTRUCTION. 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.

46. 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.

47. 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 OWNER OR JURISDICTIONAL AGENCY. EQUIPMENT TO CLEAN THESE SURFACES SHALL BE SUBJECT TO APPROVAL BY

THE OWNER.

PRESSURIZED PIPING SYSTEMS

1. CONTRACTOR TO SUBMIT CERTIFICATION DOCUMENTING THAT ALL PIPE AND FITTINGS USED TO CONVEY POTABLE WATER SHALL CONFORM TO NSF INTERNATIONAL STANDARD 61

(DRINKING WATER SYSTEM COMPONENTS).

2. BURIED PIPE SHALL CONFORM WITH ANSI/AWWA C150/A21.50 AND C151/ A21.51, AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI.

3. EXPOSED PIPE 4 INCHES AND LARGER SHALL BE FLANGED AND SHALL CONFORM WITH AWWA/ANSI C115/A21.15, AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI.

4. ALL FLANGES SHALL BE CLASS 125, AND SHALL BE FULLY MACHINE FACED AFTER BEING SCREWED TIGHTLY ON THE PIPE. BOLTS AND NUT SHALL CONFORM TO ASTM A307, GRADE B.

5. FITTINGS SHALL BE MANUFACTURED OF DUCTILE IRON, CONFORMING TO ANSI/AWWA C110/A21.10 OR ANSI/AWWA C153/A21.53.

6. ALL FULL BODY (C110/A21.10) FITTINGS SHALL BE PRESSURE RATED TO 250 PSI, MINIMUM. ALL COMPACT FITTINGS (C153/A21.53) SHALL BE PRESSURE RATED TO 350 PSI, MINIMUM.

7. INTERIOR LINING SHALL BE STANDARD THICKNESS CEMENT MORTAR LINING AND BITUMINOUS SEAL COAT, CONFORMING TO ANSI/AWWA C104/A21.4.

8. MECHANICAL AND PUSH-ON JOINTS SHALL BE RUBBER GASKETED, CONFORMING TO ANSI/AWWA C111/A21.11. MECHANICAL JOINT BOLTS AND NUTS SHALL CONFORM TO ASTM A307, GRADE B. DUCTILE IRON GLANDS SHALL BE PROVIDED WITH DUCTILE IRON PIPE.

9. PIPE JOINTS SHALL BE RESTRAINED UPSTREAM AND DOWNSTREAM OF FITTINGS IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS OR THE TABLE SHOWN IN THE

DRAWINGS, WHICHEVER IS GREATER.

HYDROSTATIC TESTS

1. ALL PIPE SECTIONS TO BE PRESSURE TESTED SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE OF 150 PSI. THE DURATION OF EACH PRESSURE TEST SHALL BE FOR A PERIOD OF 2 HOURS. IF DURING THE TEST, THE INTEGRITY OF THE TESTED LINE IS IN QUESTION, THE COUNTY MAY REQUIRE A 6 HOUR PRESSURE TEST. THE BASIC PROVISIONS OF AWWA C-600 SHALL BE APPLICABLE.

2. AFTER COMPLETION OF THE PRESSURE TEST, A LEAKAGE TEST SHALL BE CONDUCTED TO DETERMINE THE QUANTITY OF WATER LOST BY LEAKAGE UNDER THE SPECIFIED TEST

PRESSURE. APPLICABLE PROVISIONS OF AWWA C600 SHALL APPLY.

ALLOWABLE LEAKAGE IN GALLONS PER HOUR FOR PIPELINE SHALL NOT BE GREATER THAN THAT DETERMINED BY THE FORMULA:

L = SD (P)2

133,200

NOTE:

L = ALLOWABLE LEAKAGE IN GALLONS PER HOUR

S = LENGTH OF PIPE TESTED, IN FEET.

D = NOMINAL DIAMETER OF THE PIPE IN INCHES.

P = AVERAGE TEST PRESSURE DURING LEAKAGE TEST IN POUNDS PER SQUARE INCH GAUGE.

LEAKAGE IS DEFINED AS THE QUANTITY OF WATER TO BE SUPPLIED IN THE NEWLY LAID PIPE OR ANY VALVED SECTION UNDER TEST, WHICH IS NECESSARY TO MAINTAIN THE SPECIFIED LEAKAGE TEST PRESSURE AFTER THE PIPE HAS BEEN FILLED WITH WATER AND THE AIR EXPELLED. SHOULD ANY TEST OF PIPE LAID DISCLOSE LEAKAGE GREATER THAN THAT ALLOWED, CONTRACTOR SHALL LOCATE AND REPLACE OR REPAIR THE DEFECTIVE JOINTS, PIPE OR VALVE UNTIL THE LEAKAGE FROM SUBSEQUENT TESTING IS WITHIN THE SPECIFIED ALLOWANCE.

DISINFECTION OF WATER MAINS

1. ALL DISINFECTION WORK SHALL BE ACCEPTABLE TO FDEP AND THE STATE DEPARTMENT OF HEALTH. IF ANY REQUIREMENTS OF THIS SECTION ARE IN CONFLICT WITH REQUIREMENTS OF THE AUTHORITY FOR DISINFECTION, THOSE OF THE AUTHORITY SHALL GOVERN. THE WATER MAIN DISINFECTION AND BACTERIOLOGICAL SAMPLING AND METHODS OF DISINFECTION FOR ALL WATER CONTAINMENT DEVICES AND PIPING SYSTEMS SHALL CONFORM TO AWWA C651.

2. SECTIONS OF PIPE TO BE DISINFECTED SHALL FIRST BE FLUSHED (FULL DIAMETER) TO REMOVE ANY SOLIDS OR CONTAMINATED MATERIAL THAT MAY HAVE BECOME LODGED IN THE PIPE. IF NO HYDRANT IS INSTALLED AT THE END OF THE MAIN, THEN A BLOW-OFF VALVE SHALL BE PROVIDED LARGE ENOUGH TO DEVELOP A VELOCITY OF AT LEAST 2.5 FEET PER SECOND IN THE MAIN.

ALL TAPS REQUIRED FOR CHLORINATION OR FLUSHING PURPOSE, OR FOR TEMPORARY OR PERMANENT RELEASE OF AIR SHALL BE PROVIDED FOR BY THE CONTRACTOR AS A PART OF THE CONSTRUCTION OF WATER MAINS. AFTER THE DISINFECTION, ALL SUCH TAPS SHALL BE SEALED TO THE SATISFACTION OF THE COUNTY.

3. BEFORE BEING PLACED INTO SERVICE, ALL NEW MAINS AND REPAIRED PORTIONS OF, OR EXTENSIONS TO EXISTING MAINS SHALL BE CHLORINATED SO THAT THE INITIAL CHLORINE RESIDUAL IS NOT LESS THAN 50/L MG AND THAT A CHLORINE RESIDUAL OF NOT LESS THAN 25 MG/L REMAINS IN THE WATER AFTER STANDING 24 HOURS IN THE PIPE.

4. CHLORINE MAY BE APPLIED AS A LIQUID CHLORINE (GAS-WATER MIXTURE), OR A MIXTURE OF WATER AND HIGH-TEST CALCIUM HYPOCHLORITE. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR SAFE HANDLING OF CHLORINE AND SHALL MEET REQUIREMENTS OF OSHA AND OTHER REGULATORY AGENCIES FOR SAFE HANDLING OF CHLORINE.

5. THE PREFERRED POINT OF APPLICATION OF THE CHLORINATING AGENT IS AT THE BEGINNING OF THE PIPE LINE EXTENSION OR ANY VALVED SECTION OF IT, AND THROUGH A CORPORATION STOP INSERTED IN THE PIPE. THE WATER INJECTOR FOR DELIVERING THE CHLORINE-BEARING WATER INTO THE PIPE SHOULD BE SUPPLIED FROM A TAP MADE ON THE PRESSURE SIDE OF THE GATE VALVE CONTROLLING THE FLOW INTO THE PIPE LINE EXTENSION. ALTERNATE POINTS OF APPLICATIONS MAY BE USED WHEN APPROVED OR

DIRECTED BY THE COUNTY.

6. TREATED WATER SHALL BE RETAINED IN THE PIPE AT LEAST 24 HOURS. AFTER THIS PERIOD, THE CHLORINE RESIDUAL AT PIPE EXTREMITIES AND AT OTHER REPRESENTATIVE

POINTS SHALL BE AT LEAST 25 MG/L.

7. IN THE PROCESS OF CHLORINATING NEWLY LAID PIPE, ALL VALVES OR OTHER APPURTENANCE SHALL BE OPERATED WHILE THE PIPELINE IS FILLED WITH THE CHLORINATING AGENT

AND UNDER NORMAL OPERATING PRESSURE.

8. FOLLOWING CHLORINATION, ALL TREATED WATER SHALL BE THOROUGHLY FLUSHED FROM THE NEWLY LAID PIPE WATER SAMPLES COLLECTED ON 2 SUCCESSIVE DAYS FROM THE TREATED PIPING SYSTEM, AS DIRECTED BY THE COUNTY, SHALL SHOW ACCEPTABLE BACTERIOLOGICAL RESULTS. ALL BACTERIOLOGICAL TESTING SHALL BE PERFORMED BY THE

COUNTY.

9. PROPER CHAIN OF CUSTODY PROCEDURES MUST BE FOLLOWED AND SAMPLES SHALL ONLY BEVCOLLECTED BY CERTIFIED LABORATORY PERSONNEL IN THE PRESENCE OF COUNTY PERSONNEL. COPIES OF TESTING RESULTS AND ALL RELATED CORRESPONDENCE WITH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATIONS (F.D.E.P.) SHALL BE

SUBMITTED TO THE COUNTY.

Job No.

Date:

Checked by:

Designed by:

Drawn by:

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

8 SOUTHWEST STORAGE AND

REPUMP FACILITY

Debary, Florida V03120 4/22/2025

RG

VM/RG

GCM

C 2025

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH CONSULTING, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

Building Better Communities Together

100% SUBMITTAL

ROBERTO MARCOS GONZALEZ, P.E.

P.E. LIC. # 56875

Drawing name: J:\V03120\Civil\DWG\_DWG Fort Florida GST\V03120 General Notes.dwg Sep 11, 2025 - 7:56am dg.Holland

PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION TO THESE UTILITIES WITH THE OWNER OF THE UTILITY.

THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF VARIOUS UTILITIES

SHALL BE INCIDENTAL, WITH NO COMPENSATION FROM THE UTILITY OR THE COUNTY.

QUALITY CONTROL TESTING REQUIREMENTS

ALL TESTING RESULTS FOR NEW CONSTRUCTION SHALL BE PROVIDED TO THE OWNER. TESTING REQUIREMENTS ARE TO BE IN ACCORDANCE WITH THE UTILITIES' SPECIFICATIONS AND REQUIREMENTS. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND FAILING)

ON A REGULAR AND IMMEDIATE BASIS.

SHOP DRAWINGS

HOP DRAWINGS AND CERTIFICATIONS FOR ALL SYSTEM MATERIAL AND ALL STRUCTURES, ARE REQUIRED. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE OWNER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION.

NOTICE OF APPLICABILITY

WHEREVER STATE, COUNTY OR LOCAL STANDARD SPECIFICATIONS DIFFER FROM THOSE CONTAINED HEREIN: THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER FOR CLARIFICATION. TYPICALLY THE MORE STRINGENT SHALL GOVERN.

PRE-CONSTRUCTION CONFERENCE

A PRE-CONSTRUCTION CONFERENCE SHALL BE REQUIRED WITH THE UTILITIES, ENGINEER, AND CONTRACTOR IN ATTENDANCE.

PRE-CONSTRUCTION CONFERENCE SHALL BE SCHEDULE PRIOR TO ANY CONSTRUCTION COMMENCEMENT. ALL JURISDICTIONAL PERMITS, AND CONNECTION FEES SHALL BE IN PLACE PRIOR TO PRE-CONSTRUCTION CONFERENCE SCHEDULING. THE UTILITY REQUIRES AT LEAST

72 HOURS NOTICE FOR SCHEDULING OF PRE-CONSTRUCTION CONFERENCE.

GENERAL PROJECT DATA

PERMITS AND PERMIT REQUIREMENTS

THE OWNER SHALL PROVIDE THE FDEP PERMIT FOR CONSTRUCTION OF PWS COMPONENTS, WATER MAIN, SANITARY SEWER GRINDER

PUMPS STATION AND FORCE MAIN.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING FOR AND OBTAINING ALL OTHER REQUIRED STATE, COUNTY, COUNTY AND OTHER REGULATORY AGENCY PERMITS FOR THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PICKING UP ALL REQUIRED PERMITS FROM THE CITY OF DEBARY BUILDING DIVISION USING THEIR CONTRACTOR'S LICENSE PRIOR TO THE START OF ANY CONSTRUCTION

ACTIVITIES.

EXISTING UTILITY LOCATIONS

SURVEY PROVIDED BY CPH SURVEYING.

INFORMATION PROVIDED IS BASED ON THE AVAILABLE DATA. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE COUNTY AND THE ENGINEER IF ANY CONFLICTS EXIST.

A SINGLE POINT UTILITY LOCATION SERVICE HAS BEEN SET UP FOR PARTICIPATING UTILITIES. CONTRACTOR IS TO CONTACT THE SUNSHINE STATE ONE CALL CENTER 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. CONTRACTOR SHOULD CONTACT NON-PARTICIPATING UTILITIES SEPARATELY FOR THEIR FIELD LOCATING OF FACILITIES. PER FLORIDA STATUTE 553.851, THE CONTRACTOR OR EXCAVATOR IS REQUIRED TO NOTIFY THE GAS COMPANY TWO (2) WORKING DAYS PRIOR TO STARTING EXCAVATION.

AS-BUILTS

SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER TWO WEEKS PRIOR TO FINAL INSPECTION. ALL AS-BUILT DATA SHALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR, SIGNED, SEALED, AND DATED BY THE RESPONSIBLE PARTY. SEE INDIVIDUAL SECTIONS IN THE SPECIFICATIONS FOR ADDITIONAL AS-BUILT REQUIREMENTS. CONTRACTOR SHALL SUPPLY MEASURED RED-LINED DRAWINGS TO BE USED FOR FDEP CLEARANCE AND SEPARATE SURVEYED FINAL AS-BUILTS PRIOR TO FINAL INSPECTION.

GENERAL CONSTRUCTION REQUIREMENTS

OWNER/OPERATOR

VOLUSIA COUNTY WILL OWN, OPERATE AND MAINTAIN THE FACILITY AND ASSOCIATED COMPONENTS. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REQUIREMENTS OF THE UTILITIES AND JURISDICTIONAL AGENCIES.

DRAINAGE

IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ENSURE ADEQUATE DRAINAGE IS PROVIDED TO THE EXISTING SITE DURING CONSTRUCTION. AT NO TIME SHALL THERE BE FLOODING IN THE CONTRACTORS WORK AREA AS A RESULT OF THE DEMOLITION OR

CONSTRUCTION

LIMITS OF DISTURBANCE

AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. REPAIR OR RECONSTRUCTION OF DAMAGED AREAS ON SURROUNDING PROPERTIES SHALL BE PERFORMED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR WITH NO COMPENSATION FROM THE OWNER.

CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING THE PROJECT.

FILL MATERIAL

FILL MATERIALS SHALL NOT CONTAIN ANY MUCK, STUMPS, ROOTS, BRUSH, VEGETATIVE MATTER, RUBBISH OR OTHER MATERIAL THAT WILL NOT COMPACT INTO A SUITABLE AND ENDURING BACKFILL. FILL SHALL BE CLEAN, NON-ORGANIC, GRANULAR MATERIAL

WITH NOT MORE THAN 10% PASSING THE NO. 200 SIEVE.

COMPACTION

FILL MATERIALS PLACED UNDER ROADWAYS AND DRIVEWAYS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS SPECIFIED IN ASTM D1557. ALL OTHER FILL AREAS ARE TO BE COMPACTED TO AT LEAST 95% MAXIMUM DENSITY AS SPECIFIED IN ASTM D1557. FILL MATERIALS SHALL BE PLACED AND COMPACTED IN A MAXIMUM OF 12" LIFTS. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AND OWNER WITH ALL (PASSING AND FAILING) TESTING RESULTS. RESULTS SHALL BE PROVIDED ON A TIMELY AND

REGULAR BASIS PRIOR TO CONTRACTOR'S PAY REQUEST SUBMITTAL.

CLEARING AND GRUBBING

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING FOR THE CONSTRUCTION. SEE PLANS FOR LIMITS OF CLEARING AND GRUBBING. ALL AREAS TO BE CLEARED SHALL BE FIELD STAKED AND REVIEWED BY THE OWNER PRIOR TO ANY

CONSTRUCTION.

N

VICINITY MAP

1" = 400'

SOUTHWEST STORAGE

AND REPUMP FACILITY

PROJECT LOCATION

SECTION IS TAKEN.

DRAWING NUMBER ON WHICH

SECTION LETTER.

FOR THE PROJECT.

INDICATES DETAIL IS STANDARD

DETAIL IS TAKEN. DASH HERE

DRAWING NUMBER ON WHICH

DETAIL IS DRAWN.

DRAWING NUMBER ON WHICH

DETAIL NUMBER

DETAIL & SECTION

IDENTIFICATION

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 (1)

GATE VALVE

BALL OR GLOBE VALVE

PLUG VALVE

CHECK VALVE

BUTTERFLY VALVE

SOLENOID VALVE

PRESSURE REGULATING VALVE

THRUST TIES

PIPE AND FITTING SYMBOL NOTES

SIMPLIFIED JOINT SYMBOL IS USED FOR ALL SINGLE LINE PIPING

SHOWN ON THE INTERIOR AND EXTERIOR PIPING DRAWINGS.

BOTH SIMPLIFIED AND COMPLEX JOINT REPRESENTATIONS MAY BE

SHOWN ON THE CONTRACT DRAWINGS.

UNLESS MODIFIED BY THE GENERAL PROJECT NOTES OR DETAILED

ON THE THE LAYOUT AND SCHEMATIC DRAWINGS, PIPE AND FITTING

JOINT REQUIREMENTS FOR THE VARIOUS PIPE MATERIALS ARE

DEFINED IN THE CONTRACT SPECIFICATIONS.

1.

2.

3.

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE REQUIRED

FITTINGS TO CONSTRUCT THE PROJECT AS DETAILED. THE

MATERIALS, COATINGS, AND LININGS SHALL BE AS REQUIRED BY

THE SPECIFICATIONS. FITTING MATERIALS SHALL MATCH THE PIPE

4.

AND PROCESS WHERE FITTING IS TO BE INSTALLED EXCEPT WHEN

SPECIFICALLY NOTED ON THE PLANS OR IN THE SPECIFICATIONS.

GENERAL PIPING SYMBOLS

CAP OR PLUG

PRESSURE GAUGE LOCATIONS

EXISTING PIPE (ABANDONED)

Abbreviation Legend:

MECHANICAL JOINT

90° BEND TEE

45° BEND 22-1/2° BEND

REDUCER WYE

TYPICAL PIPING SYMBOLS

OR C-900, C-905

DUCTILE IRON

OR STAINLESS STEEL

90° BEND TEE

45° BEND 22-1/2° BEND

CONCENTRIC REDUCER

(SIDE VIEW)

WYE

DUCTILE IRON

ECCENTRIC REDUCER

(SIDE VIEW)

FLANGED

2" PVC GLUE JOINT

90° BEND TEE

45° BEND 22-1/2° BEND

REDUCER

WYE

COUPLING ADAPTER

FLANGED FITTINGS

TYPICAL PIPING SYMBOLS

TYPICAL PIPING SYMBOLS

NOTES:

1. VALVES MAY BE DRAWN WITH DIFFERENT

JOINT CONNECTIONS (FLANGED SHOWN).

2. FITTINGS SHALL HAVE SAME PRESSURE

RATING AS PIPING USED.

Job No.

Date:

Checked by:

Designed by:

Drawn by:

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

8 SOUTHWEST STORAGE AND

REPUMP FACILITY

Debary, Florida V03120 4/22/2025

RG

VM/RG

GCM

C 2025

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH CONSULTING, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

Building Better Communities Together

100% SUBMITTAL

ROBERTO MARCOS GONZALEZ, P.E.

P.E. LIC. # 56875

Drawing name: J:\V03120\Civil\DWG\_DWG Fort Florida GST\V03120 Symbols.dwg Sep 02, 2025 - 11:06am dg.Holland

G-04SYMBOLS & ABBREVIATIONS

2.0 MG GROUND

STORAGE TANK

CL2

NO NO NO

NO

NO

NO

NC

NO

FM

NH3

PRE CHLORAMINE

GST DISCHARGE

RESIDUAL

SAMPLE TAP

NO

POST CHLORAMINE

DISCHARGE

RESIDUAL

SAMPLE TAP

NO NO

750 GPM

HSP No. 3

8" FIRE

STATION

SUPPLY

NC

NO NO

HAND GRAP

SAMPLE TAP

HAND GRAB

SAMPLE TAP

SWSRF

PROJECT LIMITS

SWSRF

PROJECT LIMITS

2" BLOW-OFF

ASSEMBLY

2" BLOW OFF

ASSEMBLY

PD-3C-6"

PS-3A-6"

PD-2C-6"

PS-2A-6"

PD-1C-6"

PS-1A-6"

DR-1-8"

N-1-16"

N-2-16"

F-3-16"

GS-1-24"

F-1-16"

BS-1-16"

N-3-16" (CV)

750 GPM

HSP No. 2

750 GPM

HSP No. 1

PIT

NO

D-1-16"

FUTURE

PUMP

PIT

ARV

FM

PD-3B-6" (CV)

ARVARV

INFLUENT

RESIDUAL

SAMPLE TAP

FM

F-2-16"

NONO

NC

H-1-6"

LEGEND

CHECK VALVE

GATE VALVE

ABOVE GROUND PIPE

FLOW METERFM

NORMALLY OPENNO

AMMONIANH3

CHLORINECL2

NORMALLY CLOSEDNC

BELOW GROUND PIPE

GALLONS PER MINUTE

HIGH SERVICE PUMP

SOUTH WEST STORAGE AND

REPUMP FACILITY

SWSRF

GPM

HSP

STATIC MIXER

FUTURE ABOVE GROUND PIPE

BACK PRESSURE SUSTAINING

SOLENOID VALVE

FIRE HYDRANT

PIT

VALVE ABBREVIATION

GST FILL LINEF

BYPASS STORAGE LINEBS

GST SUCTION LINEGS

PUMP SUCTION LINEPS

PUMP DISCHARGE LINEPD

NORMAL OPEN LINEN

DISCHARGE LINED

HYDRANT LINEH

REDUCE PRESSURE ZONERPZ

NAME - # - DIAMETER VALVE TAG

DRAIN LINEDR

REDUCE PRESSURE ZONE

BACK FLOW PREVENTER

RPZ BFP

PRESSURE

GAUGE TRANSMITTER

RPZ-1-2"

PD-2B-6" (CV) PD-1B-6" (CV)

DRAINAGE INLET

Job No.

Date:

Checked by:

Designed by:

Drawn by:

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

8 SOUTHWEST STORAGE AND

REPUMP FACILITY

Debary, Florida V03120 4/22/2025

RG

VM/RG

GCM

C 2025

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH CONSULTING, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

Building Better Communities Together

100% SUBMITTAL

ROBERTO MARCOS GONZALEZ, P.E.

P.E. LIC. # 56875

Drawing name: J:\V03120\Civil\DWG\_DWG Fort Florida GST\V03120 Flow Diagram.dwg Sep 02, 2025 - 11:07am dg.Holland

G-05PROCESS FLOW DIAGRAM

16" DIP SRF SUPPLY LINE

24" DIP GST

SUCTION LINE

16" HDPE16" HDPE

24" DIP HSP MANIFOLD

24" DIP HSP HEADER 24" DIP WATER SUPPLY

LINE TO HSP

16" DIP GST BYPASS LINE

16" DIP GST FILL LINE

16" DIP DISCHARGE LINE

24" DIP SW SRF

DISCHARGE LINE

16" DIP SW SRF BYPASS LINE

2" WATER SUPPLY

SERVICE METER TO SWSRF

16" PVC WM

16" x 3/4" TAPPING

SADDLE WITH

CORP STOP

FF EL 24.00

LWL EL 26.50

PAD EL. 23.00

MIN. OPERATING LEVEL

EL. 28.00

HIGH

SERVICE

PUMP No. 1

HIGH

SERVICE

PUMP No. 3

HIGH

SERVICE

PUMP No. 2

INLET RISER

EL 30.00

NH3CL2

EL 26.50

OUT LET

EL 24.50

FG EL 24.00

HWL EL 58.08

HYDRAULIC GRADE LINE

TOW EL 58.08

TOW

EL 146.00

TO DISTRIBUTION SYSTEM

AT SET PRESSURE - 65 PSI

ELEVATION

TOP OF WALL

LEGEND

EL =

TOW =

LOW WATER LEVEL LWL =

HIGH WATER LEVELHWL =

FINISHED FLOORFF =

FINISHED GRADEFG =

GROUND

STORAGE TANK

PRESSURE SUSTAINING VALVEPSV =

PRESSURE STEP DOWN

AFTER PSV EL 158.00 FT (60 PSI)

HSP VFD SET PRESSURE - 65 PSI (176.15 FT)

HEADLOSS = APPROXIMATE 12 FT

(FRICTION AND MINOR LOSSES)

FILL LINE

OVER

FLOW EL 58.33

FUTURE HIGH

SERVICE

PUMP

EL 26.50

FF EL 23.50

Job No.

Date:

Checked by:

Designed by:

Drawn by:

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

8 SOUTHWEST STORAGE AND

REPUMP FACILITY

Debary, Florida V03120 4/22/2025

RG

VM/RG

GCM

C 2025

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH CONSULTING, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

Building Better Communities Together

100% SUBMITTAL

ROBERTO MARCOS GONZALEZ, P.E.

P.E. LIC. # 56875

Drawing name: J:\V03120\Civil\DWG\_DWG Fort Florida GST\V03120 Hydrau Grade.dwg Sep 02, 2025 - 11:07am dg.Holland

G-06HYDRAULIC GRADE LINE

FORT FLORIDA ROAD

S 89°53'21" E (SP) 657.96'(C)

S

°2 2'

E (S

P)

1.

C

N

0°

'2 7"

W (S

P)

2.

C

N 89°55'29" W (SP) 658.33'(C)

THIS SURVEY IS NOT VALID WITHOUT SURVEY SHEETS 1 THROUGH 5 OF 5.

BOUNDARY AND

TOPOGRAPHIC SURVEYSECTIONS 8-TOWNSHIP 19 SOUTH-RANGE 30 EAST

CITY OF DEBARY, VOLUSIA COUNTY, FLORIDA

FORT FLORIDA ROAD

VOLUSIA COUNTY STORAGE & REPUMP FACILITY

N

050 50 100

Scale: 1" = 50'

Job No.

Approved By:

Checked By:

Field Crew:

Drawn By:

V03120

J. Watson J. Fleming L. Stoffel

P. Katrek C 2025Date: 9/8/2023

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida License:

Surveyor No. LB7143www.cphcorp.com

Building Better Communities Together

Sheet No.

V1.1 Survey Sheet 2No. DateNo. Date Revision Revision

Drawing name: J:\V03120\Civil\DWG\_DWG Fort Florida GST\V03120 Survey.dwg Sep 02, 2025 - 11:07am dg.Holland

C-01

FORT FLORIDA ROAD

SSSS

TREE REMOVAL LIST

TREE TYPE DBH QTY

Maple Tree 5" 6 Maple Tree 6" 9 Maple Tree 7" 8 Maple Tree 8" 7 Maple Tree 9" 1 Maple Tree 10" 8 Maple Tree 11" 1 Maple Tree 12" 9 Maple Tree 13" 5 Maple Tree 14" 10 Maple Tree 15" 1 Maple Tree 16" 3 Maple Tree 18" 5 Maple Tree 20" 4 Maple Tree 30" 1 Oak Tree 7" 1 Oak Tree 10" 1 Palm Tree 6" 3 Palm Tree 7" 2 Palm Tree 8" 5 Palm Tree 9" 3 Palm Tree 10" 6 Palm Tree 12" 1 Palm Tree 13" 5 Palm Tree 14" 2 Palm Tree 15" 2 Palm Tree 16" 1 Palm Tree 20" 2 Palm Tree 22" 1 Pine Tree 38" 2

Unknown Tree 5" 1

C-02TREE REMOVAL PLAN

Graphic Scale in Feet

20 20 40

INSTALL FDOT SILT FENCE TYPE III

N

PROPERTY BOUNDARY

INSTALL FDOT SILT

FENCE TYPE III

TREE TO REMAIN

TREE TO BE REMOVE

TREE LEGEND:

PROPERTY BOUNDARY

TREE TO BE REMOVED AS A

PART OF FIRE STATION PROJECT

Job No.

Date:

Checked by:

Designed by:

Drawn by:

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

8 SOUTHWEST STORAGE AND

REPUMP FACILITY

Debary, Florida V03120 4/22/2025

RG

VM/RG

GCM

C 2025

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH CONSULTING, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

Building Better Communities Together

100% SUBMITTAL

ROBERTO MARCOS GONZALEZ, P.E.

P.E. LIC. # 56875

Drawing name: J:\V03120\Civil\DWG\_DWG Fort Florida GST\V03120 Tree Removal.dwg Sep 11, 2025 - 7:55am dg.Holland

W W

W

18 18 18

SSSS

W

W

1717.5

17.5

15.5

15.5

SS

SSSSSSSSSS

SI

TE

B

EN

C H

M A

R K

22 21

PROPOSED

STORM WATER POND

N

Graphic Scale in Feet

30 30 60

TIE INTO

FIRE STATION SWALE

FIRE STATION SITE

INSTALL SILT FENCE

23.00

PROPERTY BOUNDARY 4' WIDE SWALE

(3' OFF PROPERTY

BOUNDARY)

6' WIDE CONVAYANCE SWALE

PROPERTY BOUNDARY

3:1 SLOPE

4:1 SLOPE

2:1 SLOPE

4:1 SLOPE

4:1 SLOPE

4:1 SLOPE

4:1 SLOPE

PROPERTY BOUNDARY

6'

4:1 SLOPE

NOTE:

1. CONTRACTOR TO FOLLOW

RECOMMENDATIONS CONTAINED

WITHIN THE PROJECT GEOTECHNICAL

REPORT WHEN PERFORMING WORK

ON THE SW STORAGE AND REPUMP

FACILITY SITE.

INSTALL FDOT TYPE III

SILT FENCE

C-03 Sheet No.

6' WIDE

CONVAYANCE

SWALE

SOUTHWEST STORAGE SITE

Job No.

Date:

Checked by:

Designed by:

Drawn by:

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

8 SOUTHWEST STORAGE AND

REPUMP FACILITY

Debary, Florida V03120 4/22/2025

RG

VM/RG

GCM

C 2025

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH CONSULTING, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

Building Better Communities Together

100% SUBMITTAL

Drawing name: J:\V03120\Civil\DWG\_DWG Fort Florida GST\V03120 Grading Plans.dwg Sep 11, 2025 - 7:57am dg.Holland

ALLEN CLAYTON LANE, JR., P.E.

P.E. LIC. # 60144

D-4C-05

B

D-4

A

C-05

FO

R

T

FL

O R

ID

A

R O

AD

4:1 SLOPE

OVERALL GRADING PLAN

SEE DEBARY FIRE STATION

PLANS FOR TREE REMOVAL

W W

W

SSSS

W

W

SS

SSSSSSSSSS

CONNECTION TO

FORT FLORIDA ROAD C-04

GENERATOR PAD

TRANSFORMER PAD

ELECTRICAL ROOM

CHLORINE TANK

AMMONIA TANK

PROPOSED LEGEND:

BURIED PIPE

ABOVE GROUND PIPE

SECURE IT ROOM4

HSP ROOM7

Graphic Scale in Feet

30 30 60

N

FO

R

T

FL

O R

ID

A

R O

AD

STORM

WATER POND

BOLLARD (TYP.)

PROPERTY BOUNDARY

FLOW

METER

ASSEMBLY

FIRE HYDRANT

(TYP.)

24" DIP DISCHARGE

NH3

CL2

NO

NC

NO

NC

NO

24'

LIGHT

POLE (TYP.)

WETLAND

WATER MAIN TO BE CONSTRUCTED

PRIOR TO SOUTHWEST SRF

SEE SITE SPECIFIC NOTE 1

PROPERTY BOUNDARY

16" DIP DISCHARGE

NC

NO

NO

NO

16" DIP GST FILL LINE

REDUCER

FUTURE CITY OF DEBARY

FIRE STATION

CHEMICAL

INJECTION

ASSEMBLY

24' WIDE

ASPHALT

DRIVEWAY

24" DIP GST

SUCTION LINE

GATE VALVE

16" x 24" REDUCER

2.0 MG GST

24' WIDE

CONC

DRIVEWAY

NO

CHECK

VALVE

ASSEMBLY

BOLLARD (TYP.)

BACKFLOW

PREVENTER

AND SERVICE

METER

ASSEMBLY

Job No.

Date:

Checked by:

Designed by:

Drawn by:

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

8 SOUTHWEST STORAGE AND

REPUMP FACILITY

Debary, Florida V03120 4/22/2025

RG

VM/RG

GCM

C 2025

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH CONSULTING, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

Building Better Communities Together

100% SUBMITTAL

ROBERTO MARCOS GONZALEZ, P.E.

P.E. LIC. # 56875

Drawing name: J:\V03120\Civil\DWG\_DWG Fort Florida GST\V03120 Conn To FL Rd.dwg Sep 02, 2025 - 11:09am dg.Holland

NO

NO

SOLENOID CONTROLLED BACK

PRESSURE SUSTAINING VALVE

AND FLOW METER ASSEMBLY

CONNECT TO

16" GATE VALVE

10' UTILITY

EASEMENT

10' DRAINAGE

EASEMENT

16" HDPE WATER MAIN

TO BE CONSTRUCTED

PRIOR TO SOUTHWEST SRF

SEE SITE SPECIFIC NOTE 1 8" X 16" TEE

8" GATE VALVE

5' POWER

EASEMENT RESTRAINED JOINT

CAP WITH 2" TAP AND

2" ASSEMBLY BLOW-OFF

SEE SITE SPECIFIC NOTE 2

5' POWER

EASEMENT PROPOSED

POWER POLE

16" HDPE WATER MAIN

TO BE CONSTRUCTED

PRIOR TO SOUTHWEST SRF

SEE SITE SPECIFIC NOTE 1

TANK 15'

CONSTRUCTION

BUFFER

RESTRAINED JOINT

CAP WITH 2" TAP AND

2" ASSEMBLY BLOW-OFF

SEE SITE SPECIFIC NOTE 2

OPERATIONS

BUILDING

HOSE BIBB

(TYP.)

5 ' UTILITY

EASEMENT

CONNECT TO

16" GATE VALVE

CONNECT TO

2" FM GATE VALVE

16" DIP GST

BY-PASS

2" PVC

WATER

LINE

PROPOSED 6' HIGH

CHAIN LINK FENCE

SILT FENCE

6' CHAIN LINK FENCEX

O

SITE SPECIFIC NOTES:

1. OFF-SITE 16-INCH WM (BY OTHERS).

2. CONTRACTOR TO REMOVE 2-INCH BLOW OFF ASSEMBLY AND CONNECT NEW 16-INCH LINE TO EXISTING.

3. CONTRACTOR TO CUT EDGE OF EXISTING ASPHALT AND TIE NEW ASPHALT TO EXISTING.

4. CONTRACTOR TO COORDINATE WITH CITY OF DEBARY WHEN PERFORMING WORK ON THE FIRE STATION PROPERTY.

5. REINFORCED CONCRETE DRIVEWAY WITH FIBER MESH.

SEE SITE SPECIFIC

NOTES 3 & 4

ROADWAY LEGEND:

CONCRETE

ASPHALT

24' WIDE BLACK

CANTILEVER

ROLL GATE

16" x 2" TAPPING

SADDLE WITH

CORP STOP

2" POLY

FORCE MAIN

16" DIP SWSRF SUPPLY LINE

16" x 24"

REDUCER

SEE

NOTE 5

SEE DEBARY FIRE STATION

PLANS FOR TREE REMOVAL

16" x 3/4" TAPPING

SADDLE WITH

CORP STOP

SSSS

22 21

SITE FINAL GRADING PLAN

Graphic Scale in Feet

20 20 40

PROPERTY BOUNDARY

PROPERTY BOUNDARY

GENERATOR

CONCRETE SLAB

EL. 23.00

TRANSFORMER

CONCRETE SLAB

EL. 23.00

2.0 MG GST

FF EL. 24.00

22.95

23.0 22.80

22.80

22.80

22.80

22.70

23.00

23.10 HP

23.10 HP

22.85

22.80

22.80

22.80

22.80 22.80

23.00

22.80

22.80

22.80

22.95

22.85

22.85

22.85

22.80

22.80 23.00 HP

23.00

23.00

23.00

23.00

22.80

23.00

23.00

MES INV. 14.00

OPERATION

BUILDING

FF EL. 23.50

CONTROL STRUCTURE

(SEE DETAIL OS-1,

SHEET D-4)

STORM WATER POND

(CONSTRUCTED

AS PART OF MASS

GRADING PLAN)

TYPE C INLET

RETICULINE GRATE

RIM 21.00

W. INV. 15.25

22.75

24' WIDE

CONCRETE

DRIVWAY

N

TANK 15'

CONSTRUCTION

BUFFER

NOTES:

1. CONTRACTOR TO FOLLOW RECOMMENDATIONS

CONTAINED WITHIN THE PROJECT

GEOTECHNICAL REPORT WHEN PERFORMING

WORK ON THE SW STORAGE AND REPUMP

FACILITY SITE.

2. CONTRACTOR TO CONFIRM THE ELEVATION AT

EXTERIOR EQUIPMENT PADS AND SIDEWALKS

WITH COUNTY AND CIVIL ENGINEER AFTER

BUILDING IS CONSTRUCTED.

SOLENOID CONTROLLED

BACK PRESSURE

SUSTAINING VALVE AND

FLOW METER ASSEMBLY

CONCRETE SLAB EL. 23.10

FLOW METER,

BACKFLOW

PREVENTER AND

SERVICE METER

ASSEMBLY

CONCRETE SLAB

EL. 23.50

21.5522.29

21.60

22.00

22.29 22.00

S-1

S-4

S-2

S-3

S-1

STORM STRUCTURE SCHEDULE

TYPE D INLET

CAST IRON GRATE

RIM 22.60

N. INV. 18.30

E. INV. 14.95

W. INV.14.95

S-2

S-3 S-4

TYPE C INLET

RETICULINE GRATE

RIM 21.00

E. INV. 16.75

TYPE D INLET

CAST IRON GRATE

RIM 22.55

E. INV. 14.50

W. INV.16.60

S. INV. 14.50

PIPE RUN LENGTH

(L.F.)

PIPE DIA.

(IN.)

SLOPE

STORM PIPE SCHEDULE

S-1 TO S-2 117 15" RCP

S-2 TO S-4 134 18" RCP

S-3 TO S-4 30 15" RCP

0.26

0.50 0.34

PROPOSED STORM SEWER WITH INLET

EXISTING CONTOUR LINE

PROPOSED CONTOUR LINE

56.52 x

PROPOSED STORM INLET NUMBER

PROPOSED SPOT ELEVATION

EXISTING ELEVATION

EASEMENT LINE

PROPOSED FINISH FLOOR ELEVATION

60.00

F.F. EL. 23.50

S-1

LEGEND

PERIMETER SWALE, THE STORM WATER POND,

OUTFALL STRUCTURE AND PIPE HAVE BEEN

COMPLETED AS A PART OF THE MASS GRADING

FOR THE SITE. CONTRACTOR TO VERIFY THE

EXISTING PERIMETER SWALES, STORM WATER

POND, OUTFALL STRUCTURE AND PIPE ARE

PROPERLY MAINTAINED DURING CONSTRUCTION.

SITE SPECIFIC NOTES:

23.0

22.70

22.75

22.70 23.00 HP

23.00 HP

23.10 HP

23.00

C-05

S-4 TO MES 160 24" RCP 0.31

INSTALL SILT FENCE

Job No.

Date:

Checked by:

Designed by:

Drawn by:

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

8 SOUTHWEST STORAGE AND

REPUMP FACILITY

Debary, Florida V03120 4/22/2025

RG

VM/RG

GCM

C 2025

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH CONSULTING, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

Building Better Communities Together

100% SUBMITTAL

Drawing name: J:\V03120\Civil\DWG\_DWG Fort Florida GST\V03120 Grading Plans.dwg Sep 02, 2025 - 11:09am dg.Holland

ALLEN CLAYTON LANE, JR., P.E.

P.E. LIC. # 60144

INSTALL SILT FENCE

CHECK VALVE ASSEMBLY

CONCRETE SLAB EL. 23.00

CHEMICAL INJECTION

ASSEMBLY CONCRETE

SLAB EL. 23.00

S-5

S-5

TYPE C INLET

CAST IRON GRATE

RIM 22.70

S. INV. 18.45

CONCRETE

WALKWAY SLAB

23.00

23.00

22.70

22.85

22.70

22.95

23.00

22.90

22.90

TO

C

23.35

EO

P 23.00

23.00 H

P

S-5 TO S-2 17 15" RCP 0.88

23.10 23.10

23.00

22.95

TOTAL SITE AREA: 3.02 AC

TOTAL IMPERVIOUS AREA: 0.692 AC

PROVIDED TREATMENT VOLUME: 1,644FT ^3 (0.38 AF)

TOTAL POND AVAILABLE STORAGE VOLUME: 5,2497 FT ^3 (1.21AF)

TOTAL POND VOLUME: 1.75 AF

DESIGN STORM EVENT: 100 YR/24HR (11.5")

STORMWATER TREATMENT

TO

C

23.35

EO

P 22.90

23.45

23.45

TO

C

23.35

EO

P 22.80

CONCRETE SLAB

EL. 23.00

23.50 23.50

23.1023.10

23.50

23.50 23.50

23.00

0S-1

MES WITH RIP RAP

S. INV. 17.50

OS-1 TO MES 30 15" RCP 1.67

SS

C-06YARD PIPING PLAN

Graphic Scale in Feet

20 20 40

TANK 15'

CONSTRUCTION

BUFFER

FIRE HYDRANT

(TYP.)

INSTALL FDOT SILT FENCE TYPE III

N

BOLLARD

8' O.C. (TYP.)

GENERATOR

CONCRETE SLAB

SEE SITE

SPECIFIC NOTES 4

TRANSFORMER CONCRETE SLAB

TO BE INSTALL PER FPL REQUIREMENT

AS

PH

AL

T

D R

IV

EW

AY

CHECK VALVE

ASSEMBLY

(SEE DETAIL

ON M-13)

BACKFLOW

PREVENTER

AND SERVICE

METER ASSEMBLY

16" DIP DISCHARGE

LIGHT

POLE (TYP.)

5' UTILITY

EASEMENT

PROPERTY BOUNDARY

INSTALL SILT…