IFB_26-002-HG_Attachment_B_-_US-27_Utility_Relocation_Bid_Set.pdf

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WATER, SEWER, & GAS

CONSTRUCTION PLANS

FOR

PROJECT SITE

1" = 500'

PROJECT MAP

1" = 5000'

LOCATION MAP

PROJECT SITE

SUBMITTED FOR APPROVAL BY:

ENGINEER OF RECORD

APPROVED BY:

DATENAME

08/05/2025

NAME DATE

550 SOUTH 14TH STREET

LEESBURG, FL, 34748

TEL. 352-728-9786

www.website.com

902 NORTH SINCLAIR AVE

TAVARES, FL, 32778

TEL. 352-343-8481

www.halff.com

THE SEAL(S) APPEARING ON THIS CONSTRUCTION SET WERE AUTHORIZED BY:

RANDALL J. COSLOW (72269),

ON 8/5/2025.

ALTERATION OF SEALED DOCUMENTS WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE FLORIDA ENGINEERING PRACTICE ACT.

THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES, INC

902 NORTH SINCLAIR AVE

TAVARES, FL, 32778

FIRM / BUSINESS NO.: FLA CA 33380 & FL LC 26000645 STATE: FL

DISCLAIMER:

AVO: 043829.015/.016 DATE: AUGUST, 2025

UTILITY RELOCATION

BID SET

US 27 AT FL TURNPIKE (SR 91)

LEESBURG, FL

AUGUST 2025

C 000

HALFF

902 NORTH SINCLAIR AVE

TAVARES, FL, 32778

CONTACT: RANDALL J. COSLOW

EMAIL: RCOSLOW@HALFF.COM

TEL:352-343-8481

HALFF

902 NORTH SINCLAIR AVE

TAVARES, FL, 32778

CONTACT: RANDALL J. COSLOW

EMAIL: RCOSLOW@HALFF.COM

TEL: 352-343-8481

FIRM/ BUSINESS NO.: FLA CA 33380 & FL LC 26000645 STATE: FL

ENGINEER

SURVEYOR

PREPARED BY:

OWNER/CLIENT:

Know what'sbelow.

before you dig.Call

R

THE INFORMATION SHOWN ON THESE DRAWINGS INDICATING SIZE, TYPE AND

LOCATION OF UNDERGROUND, SURFACE, AND AERIAL UTILITIES IS NOT GUARANTEED

TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT THE "SUNSHINE

811" SYSTEM AT 1-800-432-4770 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION

FOR EXISTING UTILITY LOCATIONS. THE CONTRACTOR SHALL ALSO BE FULLY

RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND ELEVATIONS OF ALL EXISTING

UTILITIES AFFECTED BY CONSTRUCTION FOR THIS PROJECT IN ORDER TO AVOID

DAMAGING THOSE UTILITIES, AND SHALL IMMEDIATELY ARRANGE FOR REPAIR AND

RESTORATION OF CONTRACTOR-DAMAGED UTILITIES TO THE UTILITY COMPANY'S

APPROVAL AT THE EXPENSE OF THE CONTRACTOR.

C 000 - COVER

G 000 - DETAILS

G 001 - DETAILS

G 002 - DETAILS

G 003 - DETAILS

C 100 - SITE PLAN

C 101 - FORCE MAIN PROFILE

C 102 - FORCE MAIN PROFILE

C 103 - WATER MAIN PROFILE

C 104 - WATER MAIN PROFILE

C 105 - GAS MAIN PROFILE

C 106 - GAS MAIN PROFILE

C 107 - CONNECTION DETAILS

C 108 - CONNECTION DETAILS

C 109 - VVH EXISTING UTILITES

ah5816 Stamp ah5816 64055.cdr

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043829.015/.016

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1" = 100'

DETAILS

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SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

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HALFF ASSOCIATES, INC.

LICENSE NO.

8/5/2025

NAME

DATE

FIRM / BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

RANDALL J. COSLOW 72269

PE

FLA CA 33380 & FL LC 26000645 FL

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UTILITY GENERAL NOTES

1. ALL CONSTRUCTION SHALL CONFORM TO FDOT AND THE CITY OF LEESBURG STANDARDS.

2. THE CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE IN HAND BEFORE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL REQUIREMENTS OF REGULATORY AGENCY PERMITS IN REGARD TO CONSTRUCTION ACTIVITIES AND CONDITIONS STATED

THEREIN.

3. UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS OR IN THE SPECIFICATIONS, ALL ITEMS NOTED TO BE REMOVED SHALL REMAIN THE PROPERTY OF CITY OF LEESBURG (OWNER). ALL ITEMS REMOVED SHALL BE STORED BY THE CONTRACTOR ON-SITE AS DIRECTED BY THE OWNER OR ENGINEER.

4. LIMITS OF CONSTRUCTION FOR THIS PROJECT SHALL BE THE AREA SHOWN WITHIN THE RIGHT OF WAY. IF PERMITTED BY THE OWNER, SPOIL AREAS SHALL BE AS INDICATED ON THE DRAWINGS. CONSTRUCTION STORAGE AREAS FOR THE CONTRACTOR ARE AS DESIGNATED ON THE SITE PLAN.

5. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ALL EXISTING UTILITIES SHOWN AND NOT SHOWN PRIOR TO ANY CONSTRUCTION. ANY CONFLICTS OR DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.

6. THE CONTRACTOR IS RESPONSIBLE FOR POSSESSING ALL REQUIRED PERMITS PRIOR TO INITIATING CONSTRUCTION.

7. NO DEVIATIONS FROM THESE PLANS SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER.

8. UTILITY SEPARATION SHALL BE AS REQUIRED IN CHAPTER 62-555.314 F.A.C.

9. WHERE A CONNECTION IS TO BE MADE IN THE FIELD TO AN EXISTING PIPE, THE CONTRACTOR WILL EXCAVATE THE AREA TO VERIFY THE TYPE OF PIPE AND THE PIPE SIZE, AND OBTAIN THE OWNER'S APPROVAL OF THE PROPOSED METHOD OF CONNECTION PRIOR TO ORDERING AND INSTALLING MATERIALS.

10. ALL WATER, SEWER OR GAS SERVICE CONNECTIONS, INTERRUPTIONS OR RELOCATIONS SHALL BE COORDINATED IN ADVANCE WITH FIELD REPRESENTATIVES OF

THE CITY OF LEESBURG.

11. CONTRACTOR SHALL PROVIDE TEMPORARY THRUST RESTRAINT, BRACING, TEST PLUGS AND/OR OTHER DEVICES NECESSARY TO SUCCESSFULLY COMPLETE

PRESSURE TESTING OF ALL PRESSURE PIPING SYSTEMS.

12. ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED, EXCEPT FLANGED, WELDED, OR SCREWED PIPING, SHALL BE PROVIDED WITH RESTRAINING DEVICES AT ALL DIRECTION CHANGES, UNLESS OTHERWISE NOTED. SEE THRUST RESTRAINT SPECIFICATION DETAILS AND NOTES.

13. ALL AREAS WHERE LANDSCAPING, SOD, OR IRRIGATION HAS BEEN REMOVED OR DISTURBED BY CONTRACTOR'S OPERATIONS SHALL BE RESODDED, LANDSCAPED, OR REPAIRED WITH LIKE KIND.

14. ALL EXISTING PROPERTY, FENCING, DRIVEWAYS, PIPING, SIDEWALKS, SIGNS AND OTHER ITEMS SHALL BE RESTORED TO ORIGINAL LINE AND GRADE UNLESS APPROVED BY THE ENGINEER. ACCESS TO ADJOINING PROPERTY ALONG THE PROPOSED ROUTE SHALL BE MAINTAINED AT ALL TIMES.

15. THE SHOWN LOCATIONS OF RIGHTS-OF-WAY AND UTILITIES ARE APPROXIMATE. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO EXACTLY LOCATE ALL RIGHTS-OF-WAY AND UTILITY LINES IN THE CONSTRUCTION AREA PRIOR TO EXCAVATION. ANY DAMAGE TO ANY EXISTING UTILITY, STRUCTURE OR SERVICE SHALL BE REPAIRED, AT THE CONTRACTOR'S EXPENSE, IN A MANNER APPROVED BY THE RESPECTIVE UTILITY OWNER.

16. TRAFFIC SHALL BE MAINTAINED AT ALL TIMES AS PER FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, ROADWAY AND TRAFFIC DESIGN

STANDARDS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

17. REMOVAL OF TREES GREATER THEN 4-INCH BASAL DIAMETER SHALL BE ONLY AS DIRECTED BY THE OWNER/ENGINEER. CONTRACTOR SHALL LIMIT TO A MINIMUM THE AMOUNT OF TREE REMOVAL, CLEARING AND GRUBBING REQUIRED BY TRIMMING TREES WHEREVER POSSIBLE.

18. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH AFFECTED PROPERTY OWNERS AND OWNER/ENGINEER ONE WEEK IN ADVANCE OF TREE CLEARING AND

GRUBBING. ALL DEBRIS FROM TREE CLEARING AND GRUBBING SHALL BE REMOVED.

19. CONTRACTOR SHALL TAKE CARE TO PROVIDE PROPER GRADE, ELEVATIONS AND ALIGNMENT FOR FUTURE CONNECTIONS AS SHOWN ON THE DRAWINGS.

20. WHERE MINIMUM SEPARATIONS BETWEEN UTILITIES IS REQUIRED, THE DISTANCE MEASURED IS FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE.

21. ALL PIPING AND/OR APPURTENANCES CONNECTING TO ADJACENT CONSTRUCTION SHALL BE PLUGGED IF ADJACENT WORK HAS NOT BEEN COMPLETED.

22. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AT ALL INTERSECTIONS OF PROPOSED WORK AND EXISTING UTILITIES. THE EXPLORATORY EXCAVATIONS SHALL BE MADE 48 HOURS IN ADVANCE OF THE WORK. IF THERE IS A POTENTIAL CONFLICT, THE CONTRACTOR IS TO NOTIFY THE ENGINEER IMMEDIATELY. INFORMATION ON THE OBSTRUCTION TO BE FURNISHED BY THE CONTRACTOR SHALL INCLUDE: LOCATION, ELEVATION, UTILITY TYPE, MATERIAL

AND SIZE.

23. THE CONTRACTOR PRIOR TO EXCAVATING IN THE VICINITY OF A GAS PIPELINE SHALL NOTIFY THE GAS UTILITY OWNER IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA STATUTES, PROTECTION OF UNDERGROUND PIPELINES, F.S. 553.851, CH. 77-143.

24. ALL UTILITIES SHALL HAVE A MINIMUM OF 36 INCHES COVER OVER TOP OF PIPE. COVER SHALL VARY TO PROVIDE UNIFORM GRADIENT OR SLOPE TO PIPE. WHERE THIS MINIMUM COVER CANNOT BE MAINTAINED BECAUSE OF EXISTING STRUCTURES OR CONDITIONS, D.I.P. CLASS 52 ENCASED IN CONCRETE SHALL BE USED

UNTIL THE REQUIRED COVER IS REGAINED.

25. CONTRACTOR TO COORDINATE OPEN CUTTING OF EXISTING DRIVEWAYS WITH PROPERTY OWNERS SO AS TO MINIMIZE IMPACTS AND MAINTAIN ACCESS AT ALL

TIMES.

26. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING LANE/ROAD CLOSURE INFORMATION TO ALL LOCAL EMERGENCY SERVICE AGENCIES A MINIMUM OF 24

HOURS PRIOR TO SAID CLOSURES.

27. THE SITE WORK BEING CONDUCTED ON THE PROPERTY WILL COMPLY WITH THE RECENT FLORIDA FIRE PREVENTION CODES.

28. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND ARE GIVEN TO THE CONTRACTOR AS A CONVENIENCE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS TO THOSE UTILITIES WITH THE UTILITY OWNERS. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED IN THE FIELD BY UTILITY COMPANY. THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY OWNER DURING AN RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF SAID UTILITIES, SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA

COMPENSATION SHALL BE ALLOWED.

29. ANY DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON OR BELOW THE SURFACE OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER IN WRITING, WITHIN 48 HOURS OF DISCOVERY. NO CLAIM FOR EXPENSES INCURRED BY THE CONTRACTOR DUE TO SUCH DIFFERING CONDITIONS WILL BE ALLOWED IF THEY FAIL TO PROVIDE WRITTEN NOTIFICATION.

30. ALL WORK SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF THE OWNER, INVOLVED UTILITY COMPANIES, PROJECT ENGINEER AND REGULATORY AGENCIES. ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR TO REQUIRED INSPECTIONS.

31. ALL RECOMMENDATIONS AND REQUIREMENTS OF INSPECTION PERSONNEL SHALL BE REPORTED TO THE ENGINEER/OWNER PRIOR TO IMPLEMENTATION.

COMPENSATION WILL NOT BE ALLOWED FOR WORK WHICH IS NOT AUTHORIZED BY ENGINEER/OWNER.

32. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEERING AND AGENCY APPROVAL PRIOR TO PROCUREMENT OF MATERIALS.

33. CONTRACTOR TO SUBMIT COPIES OF ALL TESTING REPORTS TO THE OWNER AND ENGINEER FOR ACCEPTANCE AND CERTIFICATIONS.

34. ANY PUBLIC LAND CORNER, WITHIN THE LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT YET BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE OWNER/ENGINEER WITHOUT DELAY. DISTURBED MONUMENTATION SHALL BE

RESTORED BY A FLORIDA LICENSED LAND SURVEYOR AT CONTRACTOR'S EXPENSE.

35. ALL AREAS WHERE PAVEMENT, BUILDING SLABS, FOUNDATIONS, UTILITIES, CONDUITS, AND/OR UTILITY STRUCTURES HAVE BEEN REMOVED SHALL BE BACKFILLED WITH SELECT BACKFILL MATERIAL. ALL SELECT BACKFILL MATERIAL SHALL BE PLACED AND COMPACTED PER THE REQUIREMENTS OF THE LOCAL JURISDICTION.

36. DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL TAKE SPECIAL CARE AND PROVIDE ADEQUATE PROTECTION IN ORDER TO MINIMIZE DAMAGE TO VEGETATION, SURFACED AREAS, AND STRUCTURES WITHIN R/W, EASEMENTS, AND ADJOINING PROPERTIES, AND TAKE FULL RESPONSIBILITY FOR THE REPLACEMENT OR REPAIR THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL MAKE GOOD ALL DAMAGE TO PAVEMENT, BUILDINGS, TELEPHONE OR OTHER CABLES, SANITARY PIPES, OR OTHER STRUCTURES BEYOND THE LIMITS OF THIS PROJECT WHICH MAY BE ENCOUNTERED WHETHER OR

NOT SHOWN ON THE DRAWINGS.

37. TEMPORARY FACILITIES: THE CONTRACTOR SHALL FURNISH SANITARY SEWER, WATER AND ELECTRIC POWER AS REQUIRED FOR THE CONSTRUCTION ACTIVITIES SHOWN IN THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL TEMPORARY CONNECTIONS AND FOR REMOVING SAME CONNECTIONS AT

COMPLETION OF THE PROJECT.

38. ALL HYDROSTATIC TEST SHALL BE IN ACCORDANCE WITH AWWA C600 FOR DUCTILE IRON PIPE AND C605/M23 FOR PVC PIPE AND HDPE PIPE STANDARD.

39. ALL OFFSITE PIPING BELOW GRADE SHALL UTILIZE RESTRAINED MECHANICAL JOINT CONNECTIONS, AND BE RESTRAINED IN ACCORDANCE WITH THE ATTACHED

THRUST RESTRAINT TABLE.

40. ALL ONSITE PIPING BELOW GRADE SHALL BE RESTRAINED MECHANICAL JOINT.

41. IN THE EVENT THAT THE POTABLE WATER SYSTEM IS CONTAMINATED (I.E., WATER DOES NOT MEET FEDERAL AND STATE REQUIREMENTS) DUE TO CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL BE RESPONSIBLE, UNDER THE DIRECTION OF THE OWNER, OR STATE AND LOCAL REGULATORY AGENCY FOR CORRECTING ANY SUCH CONTAMINATION PROBLEM INCLUDING DISINFECTION, TESTING AND OTHER CORRECTIVE ACTION.

42. THE PUBLIC WORKS DEPARTMENT MUST BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANY WORK ON EXISTING CITY OF LEESBURG UTILITIES.

43. CONTRACTOR SHALL PROVIDE AN EMERGENCY CONTACT NUMBER LIST FOR KEY SITE PERSONNEL.

44. OFF-SITE OR ROADWAY RIGHT-OF-WAY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CONDITIONS OF THE APPROVED R/W PERMIT(S). A COPY OF THE APPROVED R/W PERMIT MUST BE KEPT ON-SITE AND READILY AVAILABLE DURING ALL CONSTRUCTION ACTIVITIES WITH THE R/W.

45. THE PUBLIC WORKS DEPARTMENT MUST BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO UTILITY TESTING. HYDROSTATIC TESTING SHALL BE PER THE APPLICABLE PROVISIONS AS SET FORTH IN AWWA STANDARDS (MINIMUM 150 PSI @ 2 HOURS - POTABLE/ RECLAIMED AND MINIMUM 150 PSI @ 2 HOURS -- FORCE

MAINS).

46. PNEUMATIC TEST SHALL BE REQUIRED OF ALL HEAT-FUSED PIPE PRIOR TO TRENCHLESS INSTALLATION UNDER THE EMBANKMENT OF FLORIDA TURNPIKE. TEST SHALL BE 15 PSI ABOVE ATMOSPHERIC PRESSURE FOR 2 HOURS WITH LESS THAN 1.0 PSI CHANGE. TEST SHALL BE SCHEDULED SO AS TO BE UNAFFECTED BY EXTERNAL TEMPERATURE: MUST CONCLUDE BEFORE 2PM MAY THRU OCTOBER, OR BEGIN AFTER 11AM NOVEMBER THRU APRIL.

47. THE PUBLIC SERVICES DEPARTMENT REQUIRES A PRE-CLOSEOUT FIELD REVIEW WITH THE CONTRACTOR. ALL ISSUES IDENTIFIED AT THE FIELD REVIEW MUST

BE ADDRESSED PRIOR TO PUBLIC SERVICES FINAL CLOSE OUT APPROVAL

SCALE IN FEET

50 100 200

U S-

FLORIDA TURNPIKE

GAS GENERAL NOTES

1. A PERMANENT UTILITY RIGHT-OF-WAY EASEMENT SHALL BE PROVIDED FOR ALL NATURAL GAS MAINS, SERVICES, REGULATOR

STATIONS, AND ASSOCIATED OR ANCILLARY EQUIPMENT.

2. ALL MAINS AND SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH U.S. DEPARTMENT OF TRANSPORTATION REGULATIONS, TITLE 49 CFR, PART 192, FLORIDA PUBLIC SERVICE COMMISSION RULES CHAPTER 25-2, AND THE FLORIDA ADMINISTRATIVE CODE (F.A.C)

3. ALL MAINS AND SERVICES SHALL BE OF LEESBURG GAS DEPARTMENT APPROVED MATERIAL.

4. JOINT COATING SHALL BE OF APPROVED MATERIAL AND METHOD.

5. NO PIPE WILL BE UNLOADED UNLESS IT IS ACCOMPANIED BY A MILL TEST REPORT OR CERTIFICATE OF CONFORMANCE FOR THE

ACTUAL PIPE OF THE TRUCK.

6. ALL WELDERS AND THOSE PERFORMING FUSIONS, SHALL BE TESTED ON THE PIPE MATERIAL AND EACH SIZE TO BE USED AND

SHALL BE APPROVED BY THE CITY OF LEESBURG GAS DEPARTMENT.

7. VALVES SHALL BE CLASS 300 BALLOMAX WELDED VALVES (STEEL LINES), KEROTEST VALVES (PLASTIC LINES) OR EQUIVALENT AS

APPROVED BY THE CITY OF LEESBURG GAS DEPARTMENT COMPLETE WITH VALVE BOX.

8. ALL MAIN LINES SHALL HAVE A MINIMUM COVER OF 36" AS MEASURED FROM THE FINISH GRADE TO THE TOP OF THE PIPE OR

ASSOCIATED FITTING.

9. ALL SERVICES SHALL HAVE A MINIMUM COVER DEPTH OF 18" AS MEASURED FROM THE FINISH GRADE TO THE TOP OF THE SERVICE

OR ASSOCIATED FITTING.

10. EACH MAIN AND SERVICE MUST BE INSTALLED WITH AT LEAST 12" OF CLEARANCE FROM ANY OTHER UNDERGROUND STRUCTURE

OR UTILITY IN ORDER TO PROVIDE ENOUGH ROOM TO ALLOW FOR PROPER MAINTENANCE.

11. EACH STEEL MAIN 2" OR OVER IN DIAMETER SHALL BE JEEPED FOR COATING DAMAGE IMMEDIATELY PRIOR TO INSTALLATION.

12. BEFORE LOWERING MANS AND SERVICES INTO THE DITCH, THE PIPE WILL BE INSPECTED FOR DENTS, SCRAPES AND OTHER DAMAGE. IF DAMAGE IS FOUND, REPAIRS FOR STEEL PIPES SUCH AS PAINT AND WRAPPING OR EPOXY APPLICATION TO SCRAPES AND GOUGES TO THE PIPE MUST BE MADE IMMEDIATELY. FOR PLASTIC LINES, THE DAMAGED SECTION MUST BE REPLACED.

13. WHEN POSSIBLE, ONE SERVICE LINE SHOULD BRANCH TO FEED TWO METERS.

14. NATURAL GAS METERS SHALL BE LOCATED FOR EFFICIENT METER READINGS, AND SHALL NOT BE OBSCURED OR PHYSICALLY BLOCKED BY LANDSCAPING. CITY ORDINANCE REQUIRES A 3 FOOT CLEARANCE AROUND OUR ABOVE GROUND UTILITIES.

15. NATURAL GAS METERS SHALL BE LOCATED AT LEAST 36" FROM ALL KNOWN IGNITION SOURCES (AC UNITS, ELECTRICAL OUTLETS, ETC.) AND NOT LOCATED UNDER WINDOWS, DOORS OR NEAR VENTS AND DOORS THAT COULD VENT NATURAL GAS INTO THE

DWELLING.

16. EACH NEW OR REPLACED SERVICE LINE SERVING A SINGLE RESIDENCE, MULTI-FAMILY FACILITY OR COMMERCIAL CUSTOMERS THAT HAS A CAPACITY OF 100CFH OR LESS THAN 2" IN DIAMETERS SHALL HAVE AN EXCESS FLOW VALVE INSTALLED.

17. CUSTOMERS THAT HAVE A CAPACITY OF 1000CFH OR MORE AND IS 2" OR GREATER IN DIAMETER SHALL HAVE A COMPATIBLE

EXCESS FLOW VALVE (EFV) OR CURB VALVE INSTALLED.

Stamp

043829.015/.016

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1" = 1'

DETAILS

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SHEET TITLE:

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ISSUED:

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HALFF ASSOCIATES, INC.

LICENSE NO.

8/5/2025

NAME

DATE

FIRM / BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

RANDALL J. COSLOW 72269

PE

FLA CA 33380 & FL LC 26000645 FL

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Detail G-5

4"

MIN.

4"

MIN.

1/4" x 3/4" SPLIT BOLT

PASSING THROUGH SPLIT BOLT

PIG TAIL WIRE AFTER

WITH COATING)

(SOLID COPPER WIRE

#10 THW LOCATING WIRE

LOCATING WIRE SPLICING

NOT TO SCALE

2.

1.

WITH DUCT TAPE.

IT SHALL BE WRAPPED WITH ELECTRICAL TAPE THEN WRAPPED

ANY PLACE THE PROTECTIVE COATING HAS BEEN REMOVED

LAST THREE INCHES PIG TAILED AS DETAILED.

SPLICED, CONNECTED, OR TERMINATED, SHALL HAVE THE

THE ENDS OF ALL LOCATING WIRES, WHETHER THEY ARE

NOTES:

City of Leesburg Standard Details

CONFIRM THAT THE SYSTEM IS FUNCTIONAL.

3.

CITY UTILITIES STAFF PRIOR TO BACKFILL, IN ORDER TO

SHALL BE SUBJECTED TO TESTING, IN THE PRESENCE OF

AFTER INSTALLATION OF THE LOCATING WIRE THE SYSTEM

COLOR TO MATCH PIPE,

IE:, BLUE,GREEN OR PURPLE.

LEESBURG

The Lakefront City

FOR DRIVEWAYS and PARKING AREAS

1'-6"

6x6-6/6WWF.

METHOD CONSISTING OF

BASE OR ALTERNATE

M

IN

EXISTING BASE (T)

REPLACEMENT

SURFACE

+2'2 W 21 1

SURFACE JOINT

TRENCH WIDTH

2T

PIPE

PORTLAND CEMENT SURFACE ASPHALTIC CONCRETE SURFACE

TRENCH WALL

2'-0" MIN.

1'-6"6x6-6/6 WWF

EXISTING CONCRETE

REPLACEMENT CONCRETE

PAVEMENT

5' MINIMUM

MONOLITHIC SLAB

8"MIN.

NOT TO SCALE

EXISTING ASPHALTIC CONC. SURFACE

WIDTH, REINFORCED WITH

CONCRETE SLAB, TO SAME

AN 8"(MIN.)THICK 3000 PSI

LIMEROCK, PRIMED, 98%

Detail G-6

City of Leesburg Standard Details

OPEN CUT AND REPAIR DETAIL

PLEASE SEE STREET STANDARDS PAVING SECTION SHEET

THIS DETAIL SHALL NOT BE USED FOR ROADWAY REPAIRS.

ST-5 FOR OPEN CUT AND REPAIR DETAIL

*NOTE:

SAW CUTSAW CUT

12"

SURFACE JOINT

MIN

PER FDOT SPECIFICATIONS

1 1/2" STRUCTURAL COURSE SP 9.5

LEESBURG

The Lakefront City

EDGE OF PAVEMENT

BELOW THE TOP OF THE

1" MIN. AND 2" MAXIMUM,

NOT TO SCALE

SOD PLANTING

SUBGRADE

PAVING

LIME ROCK BASE

Detail G-7

City of Leesburg Standard Details

TOP OF SOD TO BE

LEESBURG

The Lakefront City

NOT TO SCALE

TYPICAL JOINT TRENCH DETAILS

Detail G-9

City of Leesburg Standard Details

R W

SIDEWALK

CURB

WATER

4-5" TEL.

LIGHT ANCHOR BASE

6" GAS MAIN

15" FOOT

8" BARREL

3-6" UG PRIMARY

SIDEWALK

CURB

15" FOOT

8" BARREL

LIGHT ANCHOR BASE

2-3" CATV

3" STREET LIGHT CIR,

3-3" PVC UG PRIMARY

3-6" PVC

4-3" PVC

CATV

1-3" STREET LIGHT CIR

2-3" FIBER

R /W

16" Reuse

3'

4.6"

4'

2.4" 2.4"

1' 5'

4.8" 2.4"

8"

4.4"

1'

7'

1'

7'

5'

6"

4'

12"

2.5'

3'

3'

7'

5'

WATER

12"

3.4"

3-3" UG PRIMARY

UG PRIMARY

6"

1'

*NOTE:

TRENCH DETAILS SHOW TYPICAL

SPACING AND COVER REQUIREMENTS

FOR VARIOUS UTILITIES.

FINALE TRENCH LAYOUT MAY VARY AS

SPECIFICALLY AUTHORIZED BY A CITY

OF LEESBURG REPRESENTATIVE.

*NOTE:

TRENCH DETAILS SHOW TYPICAL

SPACING AND COVER REQUIREMENTS

FOR VARIOUS UTILITIES.

FINALE TRENCH LAYOUT MAY VARY AS

SPECIFICALLY AUTHORIZED BY A CITY

OF LEESBURG REPRESENTATIVE.

3'

LEESBURG

The Lakefront City

FORCE MAIN

Detail S-12

LENGTH AS REQ.

IN TRAFFIC AREAS)

6" C-900, DR-18,

P.V.C. (6" D.I. REQ.

(4) SOLID COMMON

VALVE BOX ON FOUR

TRAFFIC AREAS, SET

ROADWAY OR OTHER

TO BE INSTALLED IN

WHEN VALVE BOX IS

VALVE BOX

ADJUSTABLE

BRICKS

D

EP

TH

O

F C

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R V

AR

IE

S

M

IN

4"

CONFORM TO AWWA C111

MECHANICAL JOINTS TO

GREEN DETECTOR WIRE

24" SQUARE OR 18" ROUND,

CONCRETE COLLAR

#4 BAR ALL AROUND

CAST IRON

" M

IN

ON PIPE.

EXTENSION STEM WITH

2" SQ. WRENCH NUT

AND UPPER GUIDE

REQUIRED FOR MORE

THAN 4' DEPTH. BOX

SHALL NOT REST

CONCRETE SUPPORT

WITH THE WORD SEWER

COVER TO BE LETTERED

MATCH

GROUND

EXISTING

3" BRONZE VALVE MARKER

PLUG VALVE & BOX

ANCHORED IN CONCRETE PAD

STAMPED AS REQUIRED

(ALL VALVES)

4" THICK, THICKNESS SHALL BE

6" MINIMUM FOR VALVES

IN ROADWAYS OR TRAFFIC

AREAS. DO NOT CHAMFER

City of Leesburg Standard Details

10 GA COPPER ARMOURED

POLYGUARD WIRE

CUT "V" NOTCH

IN BOX RISER

WIRE TO EXTEND MIN.

1' ABOVE BOX RISER

SANITARY

1"

1" CHAMFER

NO ASPHALT

IF VALVE INSTALED IN

ROADWAYS

FINISH GRADE

LEESBURG

The Lakefront City

NOT TO SCALE

Detail S-13

2" CONNECTION, PIPING,

CITY UTILITIES.

60"

8"

DIRECTION OF TRAFFIC.

REFLECTOR, REFLECTORS SHALL FACE

DELINEATOR WITH 4" x 8" YELLOW

C.A.V. SHALL HAVE ONE 5 FT. HIGH

(PER F.D.O.T. SPECS.)

TYPICAL

DELINEATOR

STAINLESS

5' M

IN

(USF 170E)

6"

No. 57 STONE

48"

APPROVED EQUAL BY

BALL VALVE

STEEL PIPE

EXTENSION

HEIGHT OF

5"

CONE

OR A.R.I. D-025

VAL-MATIC MODEL VM-801

COMBINATION AIR VALVE

STAINLESS

TYP.

TYP.

90° ELL

SADDLE

STRAP

STEEL

FORCE MAIN

LATEST REVISIONS

ASTM C478

W/ "SEWER" CAST IN COVER

MANHOLE COVER & FRAME

FINISH GRADE

COMBINATION AIR VALVE

FOR FORCE MAINS

NOT TO SCALE

STEEL

City of Leesburg Standard Details

12" MAX.

2 COURSES OF

BRICK MIN.,

4 COURSES OF

BRICK MAX.

OR APPROVED

EQUAL

STAINLESS

DOUBLE

NON-SHRINK MOTAR / GROUT

MANHOLE PER

DOG HOUSE

COMPACTED

FITTINGS AND BALL VALVE.

No. 57 STONE

LEESBURG

The Lakefront City

2025 Detail S-14

City of Leesburg Standard Details

SANITARY

BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES

NOTE:

VALVE COLLAR WITH IDENTIFICATION DISK

SEWER

DIRECTION & NO.

CAST IRON LID

OF TURNS TO

CONCRETE MIN.

WITH RAISED

3,000 P.S.I.

VALVE BOXOPEN

4"SIZE OF VALVE

(SEE NOTE)

STAMP AS REQ'D

TYPE OF VALVE

ANCHORED IN CONC. COLLAR

2" EMBEDMENT ANCHORS

SERVICE

12"

SEWER

#4 BARS,

4"

PV

10"

L-20

CONTINUOUS,

24" SQUARE OR

3" DIA. BRONZE DISC WITH

ON CENTER

CAST IRON

VALVE BOX

ADJUSTABLE

ROADWAYS OR TRAFFIC AREAS.

MINIMUM FOR VALVES IN

THICKNESS SHALL BE 6"

24" SQUARE OR 18" ROUND

CONCRETE PAD

(ALL VALVES)

STAMPED AS REQUIRED

ANCHORED IN CONCRETE PAD

3" BRONZE VALVE MARKER

1" CHAMFER

FINISHED GRADE

MAX 2"

#4 BARS,

CONTINUOUS,

ON CENTER

FINISHED ASPHALT

MIN 4"

MIN 6"

SURFACE IMPROVED AREAS GRASS AREAS

ANCHORED IN CONC. COLLAR

3" DIA. BRONZE DISC

18" ROUND

LETTERS (TYP.)

CONCRETE COLLAR

LEESBURG

The Lakefront City

NOT TO SCALE

CLM

RJC

1" = 1'

DETAILS

G 002

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SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

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HALFF ASSOCIATES, INC.

LICENSE NO.

8/5/2025

NAME

DATE

FIRM / BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

RANDALL J. COSLOW 72269

PE

FLA CA 33380 & FL LC 26000645 FL

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-6

WATER

* * NOTE: MARK ALL POINTS WHERE WATER

SERVICES CROSS CURB WITH A "W"

MARK IN CONCRETE.

ALL WATER MAINS UNDER PAVEMENT SHALL BE DUCTILE IRON AND SHALL EXTEND 5'

BEYOND THE BACK OF CURB, EXCEPT DIRECTIONAL BORES, WHICH SHALL BE SDR-11 HDPE.

ALL SLEEVES UNDER PAVEMENT SHALL EXTEND 5' BEYOND THE BACK OF CURB.

Detail W-1

WATER SYSTEM SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL LOCAL CODES

AND REGULATIONS, CLEANED, DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR

SERVICE IN ACCORDANCE WITH THE LATEST AWWA STANDARDS AND CHAPTER 62-555

FLORIDA ADMINISTRATIVE CODE.

ALL PIPING SHALL BEAR THE "NSF" SEAL FOR POTABLE WATER.

WATER MAINS SHALL BE PVC CONFORMING TO AWWA C-900, DR 18 FOR PIPE SIZES

4"-12". PIPES 14" OR LARGER SHALL BE AWWA C-905, DR 18. ALL COUPLINGS

COMPOUNDS, SOLVENTS, LUBRICANTS AND PIPE PREPARATION, FOR LAYING, SHALL BE

IN ACCORDANCE WITH THE PIPE MANUFACTURERS LATEST RECOMMENDATIONS.

DEPTH OF WATER MAINS TO BE 36" MINIMUM BELOW FINISHED GRADE TO TOP OF PIPE.

WATER MAINS TO BE LOCATED 5' FROM BACK OF CURB OR EDGE OF PAVEMENT

UNLESS OTHERWISE NOTED.

ALL PIPING CLEARANCES SHALL BE IN ACCORDANCE WITH FAC 62-555.314, 62-604.400, 62-610.469, AND APPROVED BY THE CITY.

1.

2.

3.

4.

5.

6.

7.

8.

City of Leesburg Standard Details

GENERAL NOTES

LEESBURG

The Lakefront City

NOT TO SCALE

GATE VALVE & BOX

SEE VALVE COLLAR DETAIL

CONCRETE SUPPORT

2 FEET. BOX SHALL NOT REST ON PIPE.

TO WRENCH NUT SHALL NOT EXCEED

FOR MORE THAN 4' DEPTH. DEPTH

NUT AND UPPER GUIDE REQUIRED

STEM WITH 2" SQ. WRENCH

" M

IN

CAST IRON

10 GA COPPER ARMOURED

POLYGUARD TRACKING

WATER MAIN

TRACKING WIRE

MECHANICAL JOINT GATE

VALVE RESILIENT SEALED

D

EP

TH

O

F C

O

VE

R V

AR

IE

S

BRICKS

ADJUSTABLE

VALVE BOX

WHEN VALVE BOX IS

TO BE INSTALLED IN

ROADWAY OR OTHER

TRAFFIC AREAS, SET

VALVE BOX ON FOUR

(4) SOLID COMMON

P.V.C. (6" D.I. REQ.

6" C-900, DR-18,

IN TRAFFIC AREAS)

LENGTH AS REQ.

Detail W-3

City of Leesburg Standard Details

CUT "V" NOTCH

IN BOX RISER

WIRE TO EXTEND MIN.

1' ABOVE VALVE BOX GRADE

WATER

See COL Construction Specifications 4.13 A & B

OPERATING NUT EXTENSION

OR DETECTOR WIRE

LEESBURG

The Lakefront City

NOT TO SCALE

Detail W-5

BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES

NOTE:

VALVE COLLAR WITH IDENTIFICATION DISK

WATER

DIRECTION & NO.

CAST IRON LID

OF TURNS TO

CONCRETE MIN.

WITH RAISED

2500 P.S.I.

VALVE BOXOPEN

4"SIZE OF VALVE

(SEE NOTE)

STAMP AS REQ'D

TYPE OF VALVE

ANCHORED IN CONC. COLLAR

2" EMBEDMENT ANCHORS

SERVICE

12"

WATER

#4 BARS,

4"

BV

16"

L-20

CONTINUOUS,

24" x 24" x 5 1/2" SQUARE

City of Leesburg Standard Details

WATER

3" DIA. BRONZE DISC WITH

ON CENTER

CAST IRON

VALVE BOX

ADJUSTABLE

ROADWAYS OR TRAFFIC AREAS.

MINIMUM FOR VALVES IN

THICKNESS SHALL BE 6"

24" x 24" x 5 1/2" SQUARE

CONCRETE PAD

(ALL VALVES)

STAMPED AS REQUIRED

ANCHORED IN CONCRETE PAD

3" BRONZE VALVE MARKER

1" CHAMFER

FINISHED GRADE

MAX 2"

#4 BARS,

CONTINUOUS,

ON CENTER

FINISHED ASPHALT

MIN 4"

MIN 6"

SURFACE IMPROVED AREAS GRASS AREAS

ANCHORED IN CONC. COLLAR

3" DIA. BRONZE DISC

CONCRETE COLLAR

LETTERS (TYP.)

LEESBURG

The Lakefront City

NOT TO SCALE

Detail W-7

LEESBURG AT COST)

PRESSURE GAUGE

PREVENTION ASSEMBLY

W/ ISOLATION VALVES

ADAPTOR12" TO 30"

ABOVE

GRADE

EXISTING VALVE MUST BE CLOSED AND

REMAIN LOCKED. CITY TO PROVIDE

NOTE: LOCATION TO BE DETERMINED AT TIME OF

PRECONSTRUCTION CONFERENCE W/ CITY.

INSTALL SCREW TYPE

ADJUSTABLE VALVE

BOX & COVER (MARKED

2" WATER METER/BACKFLOW

2" G.V.

JUMPER

BRASS OR

ADAPTOR.

REMOVAL OF TEMP.

GALVANIZED

EXISTING WATER LINE

SADDLE

WATER) AT TIME OF

(FURNISHED BY THE CITY)

DOUBLE STRAP

RPZ BACKFLOW

SCH. 80 GALVANIZED

PIPE & FITTINGS

PVC TO SCH 80 GALV.

2" POLY TUBING OR GALVANIZED PIPE

PLACE 2" BRASS PLUG IN

CORP. STOP AT TIME OF

(SUPPLIED BY CITY OF

2" CORP. STOP (TYP)

NEW WATER LINE

LOCKING MECHANISM. VALVE WILL BE

OPERATED BY UTILITY PERSONNEL ONLY.

TEMPORARY JUMPER CONNECTION DETAIL

REMOVAL OF TEMP. JUMPER

2" BALL

VALVE

DOUBLE STRAP

SADDLE

2" POLY TUBING

City of Leesburg Standard Details

WATER

INSTALLED BY CONTRACTOR

* * NOTE:

JUMPER/CONSTRUCTION METER MAY BE

STAND MOUNTED BY THE CITY OF LEESBURG

LEESBURG

The Lakefront City

6.

5.

9.

3.

2.

1.

E.

D.

C.

B.

A.

AFTER FLUSHING, THE TIE-IN VALVE SHALL BE CLOSED AND LOCKED IN THE CLOSED POSITION BY THE CITY.

DEVICE FITTINGS, VALVE, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND ASSOCIATED BACKFLOW PREVENTION

REMOVE THE JUMPER CONNECTION. THE CORPORATION STOPS ARE TO BE CLOSED AND PLUGGED WITH 2" BRASS PLUGS.

UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER PERTINENT AGENCIES, THE CONTRACTOR SHALL

SYSTEM HAS BEEN CLEARED FOR USE BY FDEP AND ALL OTHER PERTINENT AGENCIES.

SHALL BE LOCKED IN THE CLOSED POSITION BY THE CITY. THE TIE-IN VALVE SHALL REMAIN LOCKED CLOSED UNTIL THE NEW EXCEPT AS REQUIRED TO FLUSH LINES OF GREATER THAN 8" IN DIAMETER, THE TIE-IN VALVE SHALL REMAIN CLOSED AND

DAYS TO SET LOCATIONS FOR THE ACCOUNT.

JUMPER / CONSTRUCTION METER WILL BE SET BY WATER DEPARTMENT STAFF AND WILL TAKE A MINIMUM OF 7 BUSINESS

CONTACT CITY WATER DEPARTMENT FOR PROCUREMENT / PROCEDURE AT 352-728-9835.

THE PROCEDURE SHALL BE DIRECTED BY THE CITY AND OBSERVED BY THE ENGINEER.

THE TIE-IN VALVE SHALL BE OPENED ONLY A FEW TURNS FOR FLUSHING OF THE NEW MAIN.

THE TIE-IN VALVE SHALL BE LOCKED CLOSED BY THE CITY UNTIL FLUSHING BEGINS.

ALWAYS GRATER THAN 20 psi.

TIE-IN VALVE SHALL BE OPENED A FEW TURNS ONLY, ENSURING A PRESSURE DROP ACROSS THE VALE IS

MUST NOT DROP BELOW 35 psi.

PROVIDE FOR AND MONITOR THE PRESSURE AT THE TIE-IN POINT, THE PRESSURE IN THE EXISTING MAIN

ALL DOWNSTREAM VALVES IN THE NEW SYSTEM MUST BE OPEN PRIOR TO OPENING THE TIE-IN VALVE.

FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK DEMAND HOURS OF THE EXISTING WATER MAIN.

MAIN AS REQUIRED BY THE FDEP PERMIT.

USED TO FILL THE NEW WATER MAIN AND FOR PROVIDING WATER FOR BACTERIOLOGICAL SAMPLING OF THE NEW THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED AS DETAILED. THE JUMPER CONNECTION SHALL BE

REPLACED OR A NEW VALVE INSTALLED IMMEDIATELY ADJACENT TO THE LEAKING VALVE.

ENGINEER TO VERIFY WATER TIGHTNESS PRIOR TO THE TIE-IN. VALVES WHICH ARE NOT WATERTIGHT SHALL BE THE TIE-IN VALVES SHALL BE OPERATED AND PRESSURE TESTED IN THE PRESENCE OF THE UTILITY COMPANY AND

THE FOLLOWING PROCEDURES SHALL BE FOLLOWED:

DEPART. THE UTILITY DEPARTMENT WILL BE NOTIFIED IN WRITING 48 HOURS PRIOR TO THE FLUSHING OF SAID MAINS.

FLUSHING OF 10" DIAMETER AND LARGE WATER MAINS MAY BE DONE THROUGH THE TIE-IN VALVE, IN THE PRESENCE OF THE UTILITY

TAPPED SHALL BE DISINFECTED BY SPRAYING OR SWABBING PER SECTION II OF AWWA C561-92.

INSTALLATION IN ACCORDANCE WITH AWWA C651, 1992 EDITION. THIS TAPPING SLEEVE AND THE EXTERIOR OF THE MAIN TO BE AS REQUIRED. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE EXISTING PIPE SHALL BE DISINFECTED PRIOR TO THE FDEP CLEARANCE LETTER IS OBTAINED. ADEQUATE THRUST BLOCKING AND/OR RESTRAINTS SHALL BE PROVIDED TEMPORARILY, SHALL ALSO BE USED TO MAINTAIN A MINIMUM PRESSURE OF 20 psi IN THE NEW MAINS ALL THE TIME AFTER DISINFECTION AND UNTIL OF ENVIRONMENTAL PROTECTION (FDEP) AND OTHER PERTINENT AGENCIES HAS BEEN RECEIVED. THE JUMPER CONNECTION DISINFECTION OF THE NEW MAIN HAS BEEN SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE FROM THE FLORIDA DEPARTMENT WATER MAIN OF ANY SIZE. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER FILLING, FLUSHING, TESTING AND OF NEW MAINS UP TO 8" DIAMETER (2.5 FPS MINIMUM VELOCITY) AND FOR PULLING BACTERIOLOGICAL SAMPLES FROM ANY NEW THE DETAIL IS TO BE USED FOR FILLING ANY WATER MAIN OF ANY SIZE FROM EXISTING ACTIVE WATER MAINS AND FOR FLUSHING

NEW WATER MAIN IMPROVEMENTS.

A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS BETWEEN EXISTING ACTIVE WATER MAINS AND PROPOSED

Detail W-8

TEMPORARY JUMPER CONNECTION NOTES

City of Leesburg Standard Details

8.

7.

ARE INSTALLED PER EACH APPLICATION.

CONNECTION METERS MAY BE SUITED FOR JUMPER AND CONSTRUCTION WATER IF RPZ BACKFLOWS

METER ASSEMBLIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPLACEMENT COST.

DAMAGE / REPLACEMENT COST MAY EXCEED $2,000.00 FOR LOST, DAMAGED OR STOLEN JUMPER / CONSTRUCTION

4.

10.

WATER

LEESBURG

The Lakefront City

FOR WATER MAINS

& AIR / VACUUM VALVE

COMBINATION AIR RELEASE

WATER MAIN

SADDLE

STRAP

DOUBLE

GRAVEL BEDDING

AIR/VACUUM VALVE,

2" COMBINATION

DOG HOUSE

MANHOLE

FINISH GRADE

CORBELL

48"

BALL VALVES

2" BRASS CORPORATION

RETURN BEND

TYP.

2" G.S. PIPE EXTENSION

ABOVE FINISHED GRADE

W/ 180° TURN DOWN

2" G.S. PIPE

NO. 195-E AS MANUFACTURED BY U.S. FOUNDRY

W/ "WATER" CAST IN COVER

MANHOLE COVER & FRAME

Detail W-14

NOT TO SCALE

VAL-MATIC MODEL 100 SERIES,

OR APPROVED EQUAL

1.

NOTES:

SHALL BE 3.0 FEET.

2.

3.

4.

5. COVER SHALL READ "WATER".

THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE

DOUBLE STRAP SADDLE AND WRAP WITH TWO LAYERS OF WIDE

PLASTIC OR POLY TAPE WITH STAINLESS STEEL STRAP.

PIPE INSTALLATION SHALL BE SUCH THAT THE ARV IS LOCATED

AT THE HIGHEST POINT IN THE RESPECTIVE SEGMENT.

INTERIOR AND EXTERIOR CONCRETE SURFACES SHALL RECEIVE

PROTECTIVE COATING AS SPECIFIED FOR STANDARD MANHOLES.

City of Leesburg Standard Details

12" MAX.

2 COURSES OF

BRICK MIN.,

4 COURSES OF

BRICK MAX.

OR APPROVED

EQUAL

12" FINISH GRADE

MIN.

AT A MINIMUM OF 12"

LEESBURG

The Lakefront City one full length joint of d.i.p. on crossing point.

(8) All piping shall clear other construction by 6" minimum.

(7) Do not encase piping in concrete unless specifically authorized.

(6) All piping clearances shall be in accordance with chapter 62-555.314, f.a.c., 62-604.400 and 62-610.469

(5) If watermain is less than 18" above sanitary or storm sewer, reuse or sewerage forcemain pipe at a crossing, then center

Detail W-17

NOT TO SCALE

SEPARATION

LOCATION OF PUBLIC WATER SYSTEM MAINS

(4) Reclaimed water not regulated under Part III of Chapter 62-610, F.A.C.

(3) 3 ft. for gravity sanitary sewer where the bottom of the water main is laid at least 6 inches above the top of the gravity sanitary sewer.

(2) Reclaimed water regulated under Part III of Chapter 62-610, F.A.C.

(1) Water main should cross over other pipe. When water main must be below other pipe, the minimum separation is 12 inches.

City of Leesburg Standard Details

IN ACCORDANCE WITH F.A.C. RULE 62-555.314

OTHER PIPE CROSSING (1) (FULL JOINT CENTERED)

JOINT SPACING

HORIZONTAL @ CROSSINGS

Storm Sewer, Stormwater Force Main, Reclaimed Water (2)

Gravity or Pressure Sanitary Sewer, Sanitary Sewer Force Main

Vacuum Sanitary Sewer, On-Site Sewer Treatment

Reclaimed Water (4)

& Disposal System 10 ft. minimum ---- ----

Water Main

10 ft. preferred 6 ft. minimum (3)

Water Main

10 ft. preferred 3 ft. minimum

Water Main

3 ft. minimum except for gravity sewer, then 6 inches is the minimum and

12 inches is preferred 6 inches minimum

Water Main

Water Main

Water Main

Water Main

Alternate 3 ft. minimum

Water Main

Water Main

Alternate 3 ft. minimum

Alternate 6 ft. minimum

12 inches is preferred

12 inches is the minimum except for storm sewer, then 6 inches is the minimum and

12 inches is preferred

12 inches is the minimum

Disclaimer - This document is provided for your convenience only. Please refer to F.A.C. Rule 62-555.314, 62-604.400 and 62-610.469 for additional construction requirements, and most current standards.

LEESBURG

The Lakefront City

CLM

RJC

1" = 1'

DETAILS

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SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

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HALFF ASSOCIATES, INC.

LICENSE NO.

8/5/2025

NAME

DATE

FIRM / BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

RANDALL J. COSLOW 72269

PE

FLA CA 33380 & FL LC 26000645 FL

N O

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(2

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Detail G-1 fied proctor maximum dry density. (AASHTO T-180). Backfill and select

1. Dimension Bc = Pipe O.D.

Dimension Bd = Trench Width at Top of Pipe Maximum Bd = Bc + 30" Minimum Bd = Maximum Dimension of Bell + 8" (Unsheeted Trench)

2. Depth for removal for unsuitable material shall be as required to reach suitable foundation. For rock or other non-cushioning material, depth shall be 6" below bottom of utility.

3. All backfill and select material under all roadways, drives (including dirt drives), and parking areas shall be compacted to 98% of the modi-material under all other areas shall be compacted as follows: From bottom of trench to 12" above top of pipe - 95% of modified proctor maximum dry density (AASHTO T-180). From 12" above top of pipe to top of backfill - 90% of modified proctor maximum dry density (AASHTO T-180)

NOTES: FOR BEDDING AND TRENCHING

NORMAL CONDITIONS

CLASS "B" BEDDING

(SEE NOTE 1)

Bd

COMPACTED

FILL MATERIAL

COMPACTED

BACKFILL

Bc

Bc

NOTE 2

SEE

GRANULAR BEDDINGNORMAL TRENCH

0.5 Bc (TOTAL)

UNDISTURBED SOIL

VE

R

TI

C

AL

TR

EN

C

H W

AL

LS

" M

IN

IM

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TR

EN

C H

W

AL

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TO

B E

AS

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P

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COMPACTED

GRANULAR

BEDDING

MATERIAL

CLASS "A" BEDDING

SPECIAL CONDITIONS

Bd

" M

IN

IM

U M

Bc

Bc

Bc

Bc

Bc

Bc

Bc

Bc

(6"MIN.)

CONCRETE

(4"MIN.)

COMPACTED GRANULAR

BEDDING MATERIAL

(SEE NOTE 1)

(4"MIN.)

(4"MIN.)

CONCRETE

(6"MIN.)

UNDISTURBED

SOIL

Bc 2

BEDDING AND BACKFILL COMPACTION

DENSITY TO 95% MODIFIED PROCTOR

A.A.S.H.O. T-180 (ASTM D-1557)

12" MAX 12" MAX

" M

IN

IM

U M

4" M

IN

BE

D

D

IN

G

BA

C

KF

IL

L

HAND PLACED

SELECTED BACKFILL

BEDDING AND

BACKFILL TO BE

PLACED IN LIFTS

NOT EXCEEDING

6" IN THICKNESS

NORMAL

TRENCH

BOTTOM

SANITARY SEWER

PIPE BEDDING

BEDDING DETAILS

NOT TO SCALE

City of Leesburg Standard Details

MINIMUM SIDE SLOPE PER OSHA REQUIREMENTS

MINIMUM SIDE SLOPE PER OSHA REQUIREMENTS

LOOSE MEASUREMENT.

WARNING / TRACKING TAPE

PER SPECIFICATIONS

WARNING / TRACKING TAPE

PER SPECIFICATIONS

4. All backfill shall be in completely dewatered trenches.

5. Tracing wire shall be installed on the top of the pipe and attached to the pipe every 10' with a nylon wire tie.

NEW CLEAN

UTILIZE CLEAN

MATERIAL FROM SITE

COMPACTED

FILL MATERIAL

NEW CLEAN

COMPACTED

BACKFILL

UTILIZE CLEAN

MATERIAL FROM SITE

LEESBURG

The Lakefront City

NOT TO SCALE

BELL RESTRAINT DETAILS

RUN

BR

AN

C H

45° BEND

11.25° BEND

TEE

LARGER MAINSMALLER MAIN

DEAD END/PLUG

REDUCER

22.5° BEND

90° BEND

THRUST RESTRAINT DESIGN NOTES

Detail G-2

City of Leesburg Standard Details

*NOTE: THE CITY OF LEESBURG REQUIRES RESTRAINTS IN ALL DIRECTIONS ON ALL PIPE SIZES 4" OR LARGER.

A MINIMUM OF 3 JOINT RESTRAINTS WITH PRIOR APPROVAL BY THE CITY OF LEESBURG (NOT TO INCLUDE THE MEGA-LUG AT MJ FITTING) UNLESS DEAD END, 90°, TEE OR REDUCER IS PRESENT WHERE PIPE MINIMUM WILL BE

RESTRAINED 100' IN EACH DIRECTION.

JOINT RESTRAINTS SHALL BE MEGA-LUG AND MODEL NUMBER SHALL BE FULLY COMPATIBLE WITH THE PIPING

MATERIAL BEING RESTRAINED.

5 B

ELL

JO

IN

TS

3 BELL JOINTS3 BELL JOINTS

5 BELL JOINTS 5 BELL JOINTS

3 BELL JOINTS

BE

LL

J

O

IN

TS

5 BELL JOINTS 3 BELL JOINTS

3 BELL JOINTS 3 BELL JOINTS3 BELL JOINTS 3 BELL JOINTS

5 BELL JOINTS

MEGA LUG

MEGA LUG

LEESBURG

The Lakefront City

2025 Detail G-3

City of Leesburg Standard Details

UTILITY CONFLICT STANDARD DETAIL

FOR VERTICAL & HORIZONTAL SEPARATION

FILL, FULL

EXCAVATABLE

6" (M

IN

ELECTRIC

TELECOMMUNICATIONS

STORM RECLAIMEDSEWAGE

FORCE MAIN

GRAVITY

SEWER

SANITARY

POTABLE

WATER

PROPOSED UTILITY

WATER

MINIMUM HORIZONTAL SEPARATION EXISTING UTILITY

POTABLE WATER

GRAVITY SANITARY SEWER

SEWAGE FORCE MAIN

STORM

RECLAIMED WATER

ELECTRIC

TELECOMMUNICATIONS

1'- 0"

10'- 0" (2)

10'- 0" (2)

3'- 0" (1)

3'- 0" (1,3)

3'- 0"

10'- 0" (1,2)

1'- 0"

1'- 0"

3'- 0"

3'- 0" (2)

10'- 0" (1,2)

1'- 0"

1'- 0"

3'- 0"

3'- 0" (2)

3'- 0" (1)

3'- 0"

3'- 0"

1'- 0"

3'- 0"

3'- 0" (1,3)

3'- 0" (2)

3'- 0" (2)

3'- 0"

1'- 0"

3'- 0"

3'- 0"

3'- 0"

3'- 0"

3'- 0"

2'- 0"3'- 0" 3'- 0" 3'- 0" 3'- 0"

(1) FAC 62-555.314

(2) FAC 62-604.400

(3) FAC 62-610.469

*NOTE: UTILITIES SHALL NOT BE INSTALLED WITHIN THE DRIP LINE OF TREES WITHOUT PRIOR

MINIMUM HORIZONTAL SEPARATION REQUIREMENTS NOT TO SCALE

ELECTRIC

TELECOMMUNICATIONSSTORM RECLAIMEDSEWAGE

FORCE MAIN

GRAVITY

SEWER

SANITARY

POTABLE

WATER

PROPOSED UTILITY

WATER

MINIMUM HORIZONTAL SEPARATION EXISTING UTILITY

POTABLE WATER

GRAVITY SANITARY SEWER

SEWAGE FORCE MAIN

STORM

RECLAIMED WATER

ELECTRIC

TELECOMMUNICATIONS

SEE NOTE 1

SEE NOTE 2

SEE NOTE 3

1'- 0"

1'- 6" (2)

1'- 6" (2)

1'- 0" (1)

1'- 0"

1'- 0"

1'- 6" (2)

1'- 0"

1'- 0"

1'- 6"

1'- 6"

1'- 6" (2)

1'- 0"

1'- 0"

1'- 0"

1'- 6"

1'- 0" (1)

1'- 6"

1'- 0"

1'- 0"

1'- 0"

1'- 0"

1'- 6" (2)

1'- 6" (2)

1'- 0"

1'- 0"

1'- 0"

1'- 0"

1'- 0"

1'- 0"

1'- 0"

1'- 0"1'- 0" 1'- 0" 1'- 0" 1'- 0"

(1) FAC 62-555.314

(2) FAC 62-604.400

(3) FAC 62-610.469

*NOTE:

1. ONLY OPTION 1 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF CITY OF LEESBURG REPRESENTATIVE.

MINIMUM VERTICAL SEPARATION REQUIREMENTS NOT TO SCALE

2. ONLY OPTION 2 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF CITY OF LEESBURG REPRESENTATIVE.

OPTION 1 (SUFFICIENT COVER AND SEPARATION AVAILABLE)

10' MIN 10' MIN

CL PIPE

EXISTING UTILITY

SEE MIN VERTICAL

SEPARATION REQUIREMENTS

PROPOSED UTILITY

FULL LENGTH OF

PIPE CENTERED

AT CROSSING

FINISHED GRADE

COVER PER TRENCH

DETAIL (TYP)

ALTERNATE OPTION 1 (SUFFICIENT COVER OR SEPARATION NOT AVAILABLE)

10'- 0" MIN 10'- 0" MIN

CL PIPEEXISTING UTILITY

FULL ENCASEMENT

SEE DETAIL

PROPOSED UTILITY

FINISHED GRADE

TRENCH

DETAIL (TYP)

COVER PER

6" MIN

6" MIN

(TYP)

12"

MIN

SAND CUSHION

11.25° ELB (TYP)

SEE NOTE

A

A EXCAVATABLE FILL

*NOTE:

10'- 0" MIN 10'- 0" MINCL

PIPE

EXISTING UTILITY

ENCASEMENT

SEE DETAIL

PROPOSED

FINISHED GRADE

TRENCH

DETAIL (TYP)

COVER PER

6" MIN

DEPTH VARIES

(TYP)

12"

MIN

SAND CUSHION

11.25° ELB (TYP)

SEE NOTE

B

B

EXCAVATABLE

2. WITH APPROVAL OF CITY OF LEESBURG REPRESENTATIVE, CONTRACTOR

UTILITY

CITY OF LEESBURG REPRESENTATIVE AND FDEP ON CASE BY CASE BASIS.

ALTERNATE OPTION 2 (SUFFICIENT SEPARATION NOT AVAILABLE)

*NOTE:

10'- 0" MIN 10'- 0" MINCL PIPE

EXISTING UTILITY

PROPOSED

FINISHED GRADE

TRENCH

DETAIL (TYP)

COVER PER

6" MIN

DEPTH VARIES

11.25° ELB (TYP)

SEE NOTE

WITH APPROVAL OF CITY OF LEESBURG REPRESENTATIVE, CONTRACTOR

UTILITY

OPTION 2 (SUFFICIENT SEPARATION AVAILABLE)

*NOTE:

SEE MIN VERTICAL

SEPARATION REQUIREMENTS

MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS.

WITH APPROVAL OF CITY OF LEESBURG REPRESENTATIVE, CONTRACTOR

MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS.

1. FOR PROPOSED WATER MAINS, THIS OPTION IS ONLY ALLOWED WITH APPROVAL OF

MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS.

WRITTEN APPROVAL FROM CITY OF LEESBURG REPRESENTATIVE.

6"

(MIN.)

PIPE

O.D.

6"

(MIN.)

PI

PE

O .D

6"

(M

IN

ENCASEMENT

PROPOSED UTILITY

SECTION B-B

SECTION A-A

PROPOSED UTILITY

EXISTING UTILITY

SAND CUSHION

EXISTING UTILITY

SAND CUSHION

PROPOSED UTILITY

EXCAVATABLE FILL

*NOTE: DO NOT ENCASE PIPING IN CONCRETE UNLESS SPECIFICALLY AUTHORIZED BY A CITY OF LEESBURG REPRESENTATIVE.

FILL FULL

FILL, FULL

EXCAVATABLE

ENCASEMENT

FILL, FULL

EXCAVATABLE

ENCASEMENT

LEESBURG

The Lakefront City

C

V

BACK FLOW

C

U

U

U

U

U

WATER

WATER

BACK FLOW

312+00 313+00 314+00 315+00 316+00 317+00 318+00

0+

1+

2+00 3+00 4+00 5+00 6+00

0+

1+

2+

3+00 4+00 5+00 6+00 7+00

M

AT

C H

LI

N

E

ST

A

8+

.0

S D

C

UU

U

C

U

U

T E L

S D

+0

+0

318+00 319+00 320+00 321+00 322+00 323+00 324+00

325+00 326+00

7+00 8+00

9+00 10+00

11+00

12+00

12+86

7+00 8+00

9+00 10+00

11+00

12+00

12+42

7+00 8+00

9+00 10+00

11+00

12+00

12+87

M

AT

C H

LI

N

E

ST

A

8+

.0

SCALE IN FEET

15 30 60

043829.015/.016

CLM

RJC

1" = 30'

PLAN

C 100

U

TI

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R

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SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

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:\4 s\

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C -B

AS

E-

.0

M ai n.

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D

AT

E:

A ug us t 5 , 2

5, T

IM

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:1

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: a h4

HALFF ASSOCIATES, INC.

LICENSE NO.

8/5/2025

NAME

DATE

FIRM / BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

RANDALL J. COSLOW 72269

PE

FLA CA 33380 & FL LC 26000645 FL

N O

R

TH

B O

W

SE

R R

D

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H

AR

D

SO

N , T

X

TE

L.

(2

) 3

-6

STA: 313+07.84, 233.39L

PROPOSED 12" 45° BEND AND

TRANSITION FROM 12" PVC TO 14" HDPE

STA: 313+38.29, 226.88L

INSTALL:

1 - 6" 11.25° BEND

1 - 6" 45° BEND

STA: 313+41.34, 220.95L

INSTALL:

1 - 12" 11.25° BEND

1 - 12" 45° BEND

PROPOSED 14" HDPE DR 11 FORCE MAIN (GREEN)

PROPOSED 6" API 5L x 42 EPOXY-COATED

STEEL PIPE GAS MAIN (YELLOW)

PROPOSED 14" HDPE DR 11 WATER MAIN (BLUE)

STA: 312+43.60, 170.13L

PROPOSED 12" 45° BEND

STA: 312+39.12, 86.64L

PROPOSED CONNECTION TO

EXISTING 12" PLUG VALVE

WITH 2- 12" 45° BENDS

STA: 312+25.73, 52.09L

PROPOSED HOT TAP CONNECTION

TO EXISTING 6" GAS MAIN PER

LEESBURG CITY STANDARDS

EXISTING 12" WATER

MAIN (TO BE GROUT

FILLED AND PLACED

OUT OF SERVICE)

EXISTING 8" FORCE MAIN

(TO BE GROUT FILLED AND

PLACED OUT OF SERVICE)

EXISTING 6" GAS

MAIN (TO BE GROUT

FILLED AND PLACED

OUT OF SERVICE)

EXISTING R/W

LINE (TYP.)

STA: 312+70.92, 114.02L

PROPOSED 12" 45° BEND

5.

5.

4'

10'

53'

PROPOSED 12" PVC C900 FORCE MAIN

PROPOSED 12" PVC C900 WATER MAIN

STA: 313+02.74, 228.85L

PROPOSED 12" PLUG VALVE

STA: 313+45.68, 221.61L

PROPOSED 12" GATE VALVE AND

TRANSITION FROM 12" PVC TO 14" HDPE

STA: 313+06.29, 231.87L

PROPOSED 2" ARV

STA: 313+48.47, 221.61L

PROPOSED 2" ARV

SCALE IN FEET

15 30 60

STA: 322+77.63, 216.62L

INSTALL:

1 - 12" 22.5° BEND

1 - 12" 45° BEND

STA: 322+73.58, 211.20L

INSTALL:

1 - 6" 22.5° BEND

1 - 6" 45° BEND

STA: 322+69.78, 205.48L

INSTALL:

1 - 12" 22.5° BEND

1 - 12" 45° BEND

STA: 323+30.04, 72.25L

PROPOSED CUT IN CONNECTION TO

EXISTING 8" FORCE MAIN

INSTALL:

1 - 12" 22.5° BEND

1 - 12" 45° BEND

1 - 8" x 12" REDUCER

STA: 323+24.85, 69.57L

PROPOSED HOT TAP CONNECTION

TO EXISTING 6" GAS MAIN PER

LEESBURG CITY STANDARDS

STA: 323+20.51, 66.02L

PROPOSED CUT IN WITH 12"

45° BEND TO EXISTING 12"

WATER MAIN

INSTALL: 12" 22.5° BEND

PROPOSED 14" HDPE DR 11 FORCE MAIN (GREEN)

PROPOSED 6" API 5L x 42 EPOXY-COATED

STEEL PIPE GAS MAIN (YELLOW)

PROPOSED 14" HDPE DR 11

WATER MAIN (BLUE)

EXISTING 12" WATER

MAIN (TO BE GROUT

FILLED AND PLACED

OUT OF SERVICE)

EXISTING 8" FORCE

MAIN (TO BE GROUT

FILLED AND PLACED

OUT OF SERVICE)

EXISTING 6" GAS

MAIN (TO BE GROUT

FILLED AND PLACED

OUT OF SERVICE)

EXISTING R/W

LINE (TYP.)

5.

5.

PROPOSED 12" PVC C900 FORCE MAIN

PROPOSED 12" PVC C900 WATER MAIN

STA: 322+65.37, 206.37L

PROPOSED 12" GATE

VALVE AND TRANSITION

FROM 14" HDPE TO 12" PVC

STA: 322+73.19, 217.51L

PROPOSED 12" PLUG VALVE

AND TRANSITION FROM 14"

HDPE TO 12" PVC

STA: 322+69.40, 217.70L

PROPOSED 2" ARV

STA: 322+61.62, 206.55L

PROPOSED 2" ARV

NOTE: GROUT FILL AND ABANDON

12" WATER MAIN STA: 312+80.02, 70.15L TO 323+20.51, 66.02L,

APPROXIMATELY ±1,040 LF

6" GAS MAIN STA: 312+25.73, 52.09L TO 323+24.85, 69.57L,

APPROXIMATELY ±1,100 LF

8" FORCE MAIN STA: 312+42.22, 66.72L TO 323+30.04, 72.25L

APPROXIMATELY ±1,090 LF

CONSTRUCTION

US 27 NORTH

CONSTRUCTION

US 27 NORTH

STA: 312+80.02, 70.15L

PROPOSED CUT IN WITH 12"

11.25° BEND TO EXISTING 12"

WATER MAIN

AC

AC

BC

BC

CC

CC

DC

DC

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50

BE

BT

BFOC X 3

BFOC

043829.015/.016

CLM

RJC

1" = 30'

FORCE MAIN

PROFILE

C 101

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C -B

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HALFF ASSOCIATES, INC.

LICENSE NO.

8/5/2025

NAME

DATE

FIRM / BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

RANDALL J. COSLOW 72269

PE

FLA CA 33380 & FL LC 26000645 FL

N O

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TH

B O

W

SE

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D

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H

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(2

) 3

-6

6+63.53

PROPOSED 12" PLUG VALVE

PROPOSED DIRECTIONAL

BORE, 14" HDPE 4710, DR 11

FORCE MAIN MAX REAMER

SIZE OF 21"

TOP OF PIPE MAX EL. 76 (MIN

DEPTH OF 17.5' BELOW

PAVEMENT)

EXISTING GRADE

PROPOSED 12" 45° BEND

PROPOSED 12" 45° BEND

EB OFF RAMPS

PROPOSED 2 - 45° BENDS

PROFILE VIEW OF FORCE MAIN

EXISTING

DRIVEWAY

EXISTING

DRIVEWAY

TOLL PLAZA

ENTRANCE

SCALE IN FEET

HORIZONTAL SCALE: 1" = 30'

VERTICAL SCALE: 1" = 3'

.5

MIN RADIUS 200'

MIN RADIUS 200'

3' M

IN

M

AT

C H

L

IN

E 6+

.5

STA 3+05.43 =

US 27 CONSTRUCTION STA: 314+19.93, 232.54L

PROPOSED 2" ARV

6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 12+86.19

BFOC

BT BFOC

BT

043829.015/.016

CLM

RJC

1" = 30'

FORCE MAIN

PROFILE

C 102

U

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C -B

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HALFF ASSOCIATES, INC.

LICENSE NO.

8/5/2025

NAME

DATE

FIRM / BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

RANDALL J. COSLOW 72269

PE

FLA CA 33380 & FL LC 26000645 FL

N O

R

TH

B O

W

SE

R R

D

R

IC

H

AR

D

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N , T

X

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L.

(2

) 3

-6

SCALE IN FEET

15 30 60

PROPOSED 12" PLUG VALVE

HORIZONTAL SCALE: 1" = 30'

VERTICAL SCALE: 1" = 3'

PROPOSED DIRECTIONAL

BORE, 14" HDPE 4710, DR 11

FORCE MAIN MAX REAMER

SIZE OF 21"

TOP OF PIPE MAX EL. 80 (MIN

DEPTH OF 17.5' BELOW

PAVEMENT)

EXISTING GRADE

WB ON RAMPS

6+63.53

INSTALL:

1 - 12" 22.5° BEND

1 - 12" 45° BEND

INSTALL:

1 - 12" 22.5° BEND

1 - 12" 45° BEND

1 - 8" x 12" REDUCER

TOLL PLAZA

ACCESS ROAD

PROFILE VIEW OF FORCE MAIN

.5

MIN RADIUS 200'

MIN RADIUS 200'

3' M

IN

M

ATC

H

LIN

E 6+63.53

STA 10+58.20 =

US 27 CONSTRUCTION STA: 322+21.53, 219.84L

PROPOSED 2" ARV

CONNECT TO

EXISTING PIPE

(TOP EL. 97.48)

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50

BE

BT

BFOC X 3

BFOC

043829.015/.016

CLM

RJC

1" = 30'

WATER MAIN

PROFILE

C 103

U

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\C

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D \W or ki ng Fi le s\

C -B

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: a h4

HALFF ASSOCIATES, INC.

LICENSE NO.

8/5/2025

NAME

DATE

FIRM / BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

RANDALL J. COSLOW 72269

PE

FLA CA 33380 & FL LC 26000645 FL

N O

R

TH

B O

W

SE

R R

D

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IC

H

AR

D

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N , T

X

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L.

(2

) 3

-6

6+63.53

PROPOSED 12" GATE VALVE

PROPOSED DIRECTIONAL

BORE, 14" HDPE 4710, DR 11

WATER MAIN MAX REAMER

SIZE OF 21"

TOP OF PIPE MAX EL. 76 (MIN

DEPTH OF 17.5' BELOW

PAVEMENT)

EXISTING GRADE

PROPOSED 12" 45° BEND

PROPOSED 12" 45° BEND

EB OFF RAMPS

PROPOSED 12" 11.25° BEND

PROFILE VIEW OF WATER MAIN

TOLL PLAZA

ENTRANCE

SCALE IN FEET

HORIZONTAL SCALE: 1" = 30'

VERTICAL SCALE: 1" = 3'

.5

MIN RADIUS 200'

MIN RADIUS 200'

3' M

IN

M

AT

C H

L

IN

E 6+

.5

PROPOSED 12" 11.25° BEND

PROPOSED 2" ARV

STA 2+47.60 =

US 27 CONSTRUCTION STA: 314+15.62, 221.07L

CONNECT TO

EXISTING PIPE

(TOP EL. 81.57)

6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+42.25

BFOC

BT BFOC

BT

043829.015/.016

CLM

RJC

1" = 30'

WATER MAIN

PROFILE

C 104

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SCALE:

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C -B

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D

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5, T

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:1

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: a h4

HALFF ASSOCIATES, INC.

LICENSE NO.

8/5/2025

NAME

DATE

FIRM / BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

THE SEAL ORIGINALLY APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY:

RANDALL J. COSLOW 72269

PE

FLA CA 33380 & FL LC 26000645 FL

N O

R

TH

B O

W

SE

R R

D

R

IC

H

AR

D

SO

N , T

X

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L.

(2

) 3

-6

SCALE IN FEET

15 30 60

PROPOSED 12" GATE VALVE

HORIZONTAL SCALE: 1" = 30'

VERTICAL SCALE: 1" = 3'

PROPOSED DIRECTIONAL

BORE, 14" HDPE 4710, DR 11

WATER MAIN MAX REAMER

SIZE OF 21"

TOP OF PIPE MAX EL. 80 (MIN

DEPTH OF 17.5' BELOW

PAVEMENT)

EXISTING GRADE

WB ON RAMPS

6+63.53

INSTALL:

1 - 12" 22.5° BEND

1 - 12" 45° BEND

INSTALL:

1 - 12" 22.5° BEND

1 - 12" 45° BEND

1 - 8" x 12" REDUCER

TOLL PLAZA

ACCESS ROAD

PROFILE VIEW OF WATER MAIN

.5

MIN RADIUS 200'

MIN RADIUS 200'

3' M

IN

M

ATC

H

LIN

E 6+63.53

PROPOSED 2" ARV

STA 10+41.26 =

US 27 CONSTRUCTION STA: 322+16.71, 208.53L

CONNECT TO

EXISTING PIPE

(TOP EL. 98.04)

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50

043829.015/.016

CLM

RJC

1" = 30'

GAS…