IFB_26-015-LK_Attachment_B_-_Bentley_Road_12-inch_Main_Replacement_Drawings_and_Diagrams_.pdf

PDF 24 MB Posted May 14, 2026

Attached to: Bentley Road 12-inch Main Replacement
Solicitation number: IFB 26-015-LK
Issued by: Lake County, Florida

About this file

Written by GovTribe AI · May 15, 2026

This file consists of construction plans and technical drawings for the Bentley Road 12-inch Water Main Replacement project in Leesburg, Florida, prepared by Halff Associates, Inc. under the direction of the City of Leesburg Department of Public Works. The project involves the replacement of approximately 3,500 linear feet of existing water main infrastructure with new 12-inch C900 PVC pipe. The construction plans include detailed specifications for water main installation, including pipe bedding requirements, trench details, utility separation standards, fire hydrant assemblies, gate valve installations, service connections, and directional bore sections. The project encompasses multiple plan sheets showing the alignment across Bentley Road and connecting streets, with specific installation points for valves, hydrants, tees, and sample points marked at precise station locations. All work must comply with City of Leesburg standards, Florida Administrative Code Chapter 62-555, FDOT specifications, and AWWA standards for water system installation, testing, and disinfection.

The construction drawings specify that all water mains shall be buried at a minimum depth of 36 inches below finished grade and utilize restrained mechanical joint connections for pipes 4 inches or larger. Utility separation requirements follow FAC 62-555.314, 62-604.400, and 62-610.469, with specific minimum distances required between the proposed water main and existing utilities including sanitary sewers, storm sewers, reclaimed water lines, electric, and telecommunications. The contractor is responsible for verifying existing utility locations, obtaining all necessary permits, and coordinating with the City of Leesburg Water Department prior to construction commencement, including a mandatory pre-construction meeting two weeks before work begins. All new piping must be cleaned, disinfected, and bacteriologically cleared for service in accordance with AWWA C651 standards before being placed into operation, with the City providing temporary jumper connections for system filling and flushing procedures.

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FOR

CONSTRUCTION PLANS

BENTLEY ROAD WATER MAIN

REPLACEMENT

SECTION 24 - TOWNSHIP 19-S RANGE 24-E

MAYOR

CITY MANAGER

AL MINNER

CITY COMMISSIONER-

CITY COMMISSIONER

DISTRICT 3

ALAN REISMAN

JAY CONNELL

JIMMY BURRY

DISTRICT 2

DISTRICT 5

CITY COMMISSIONER-

CITY COMMISSIONER

DISTRICT 1

ALLYSON BERRY

MIKE PEDERSON

DISTRICT 4

PUBLIC WORKS

CLIFFORD KELSEY

DIRECTOR

SITE

OWNER/DEVELOPER:

CLIFF.KELSEY@LEESBURGFLORIDA.GOV

CITY OF LEESBURG

501 WEST MEADOW ST

ENGINEER/SURVEYOR:

902 N SINCLAIR AVENUE

TAVARES, FL 32778

HALFF ASSOCIATES, INC.

(352) 343-8481

MICHAEL SCULLION, PE

MSCULLION@HALFF.COM

PHONE: (352) 435-9442

CLIFFORD KELSEY / DIRECTOR OF PUBLIC WORKS

LEESBURG, FL 34748

VICINITY MAP

1" = 1,000'

D E

C E

M B

E R

5, 0% S

U B

(N O

R C

O N

U C

N U

L C

O N

M E

INDEX OF SHEETS

C-2 C-1

CD-2

G-2 G-1

CD-1

DETAILS

KEY SHEET

COVER SHEET

DETAILS

PLAN VIEW

C-3 PLAN VIEW

0 1 2 3 4 5

(INCHES)

ORIGINAL DOCUMENT SIZE 24"x36"

902 North Sinclair Ave.

Certificate of Authorization Number: 33380

Fax: 352.343.8495 Office: 352.343.8481

Tavares, Florida 32778

G-3 GENERAL NOTES

1 2 3 4 5 6 7 8

SHEET G-2

R E

D A

T E

JOB NO.:

CHECKED BY:

DRAWN BY:

DATE:

FILE NAME:

SCALE IN FEET

Scale: 1"=

120' 120 120 240

N o rt h

S in cl ai r A ve

C er tif ic at e o f

A ut h o ri za tio n

N um b er

: 3

Fa x:

O ff ic e:

Ta va re s, F lo ri d a

Bentley RD WM

43829.017

MCS

RON

MCS

September 2025

Le es bu rg

, F lo rid a

Be nt le y

Ro ad

W at er M ai n

Re pl ac em en t

MICHAEL C. SCULLION, PE

Registered Eng 70753

SHT C-1

SHT C-2

SHT C-3

BENTLEY RD.

G O

S S

A V

L S

S T

W E

S T

O N

R D

Y O

R K

T O

W N

D R

N E

W E

L L H

L R

S T

E H

L E

R D

N L A

K E

A V

C A

R M

E N

D R

1 2 3 4 5 6 7 8

SHEET G-3

R E

D A

T E

JOB NO.:

CHECKED BY:

DRAWN BY:

DATE:

FILE NAME:

G en er al

N ot es

N o rt h

S in cl ai r A ve

C er tif ic at e o f

A ut h o ri za tio n

N um b er

: 3

Fa x:

O ff ic e:

Ta va re s, F lo ri d a

Bentley RD WM

43829.017

MCS

RON

MCS

September 2025

Le es bu rg

, F lo rid a

Be nt le y

Ro ad

W at er M ai n

Re pl ac em en t

MICHAEL C. SCULLION, PE

Registered Eng 70753

GENERAL NOTES

1. ALL CONSTRUCTION SHALL CONFORM TO CITY OF LEESBURG, LAKE COUNTY, F.D.O.T. AND F.D.E.P.

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

7. THE CONTRACTOR SHALL REPLACE ALL PAVING, SODDING, STABILIZED EARTH, LANDSCAPING, DRIVEWAYS, SIDEWALKS, IRRIGATION SYSTEMS, UNDERGROUND PIPING, ETC., DISTURBED OR

DAMAGED BY THE CONSTRUCTION. THE CONTRACTOR SHALL REPLACE WITH EQUAL MATERIAL OR AS

DIRECTED BY THE ENGINEER.

8. CONTRACTOR SHALL TAKE CARE TO PROVIDE PROPER GRADE, ELEVATIONS AND ALIGNMENT FOR

PROPOSED CONNECTIONS AS SHOWN ON THE DRAWINGS.

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

10. WHERE MINIMUM SEPARATIONS BETWEEN UTILITIES IS REQUIRED, THE DISTANCE MEASURED IS FROM

OUTSIDE OF PIPE TO OUTSIDE OF PIPE.

11. 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.

12. ALL WATER CONNECTIONS, INTERRUPTIONS OR RELOCATION’S SHALL BE COORDINATED IN ADVANCE

WITH FIELD REPRESENTATIVES OF CITY OF LEESBURG.

13. ALL PIPING AND/OR APPURTENANCES CONNECTING TO ADJACENT CONSTRUCTION SHALL BE PLUGGED

IF ADJACENT WORK HAS NOT BEEN COMPLETED.

14. 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.

15. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AT ALL INTERSECTIONS OF PROPOSED WORK AND EXISTING UTILITIES. THE EXPLORATORY EXCAVATIONS SHALL BE MADE 48 HOURS OR 1,000 FEET IN ADVANCE OF THE WORK, WHICHEVER IS GREATER. 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.

16. 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.

17. 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.

18. REMOVAL OF TREES GREATER THAN 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.

19. 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.

20. 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.

21. ENGINEER OF RECORD REVIEWED SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL WATER

SYSTEMS TO BE DEDICATED TO CITY OF LEESBURG.

22. EARTHWORK, PAVEMENT AND CONCRETE CONSTRUCTION NOT SPECIFICALLY ADDRESSED BY THE CITY LDC, SHALL BE CURRENT FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS

FOR ROAD AND BRIDGE CONSTRUCTION, WHICHEVER IS MORE STRINGENT.

23. COPIES OF ALL MATERIALS AND COMPACTION TESTING PER THE LATEST EDITION FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION MUST BE PROVIDED PRIOR TO CLOSEOUT.

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

25. WATER SYSTEM COMPONENTS 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 STANDARD C651 AND CHAPTER 62-555 FLORIDA

ADMINISTRATIVE CODE.

26. DEPTH OF WATER LINES TO BE MIN. 36" BELOW FINISHED GRADE.

27. PIPING BELOW GRADE SHALL UTILIZE RESTRAINED MECHANICAL JOINT CONNECTIONS, AND BE

RESTRAINED IN ACCORDANCE WITH THE ATTACHED THRUST RESTRAINT TABLE.

28. CONTRACTOR SHALL PROVIDE TEMPORARY THRUST RESTRAINT, BRACING, TEST PLUGS AND/OR OTHER DEVICES NECESSARY TO SUCCESSFULLY COMPLETE PRESSURE TESTING OF ALL PRESSURE PIPING

SYSTEMS.

29. 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.

30. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE UTILITY DEPARTMENT 2 WEEKS PRIOR TO THE START OF CONSTRUCTION AND PRIOR TO ANY MATERIALS BEING DELIVERED

ON-SITE.

31. ALL PIPING TO BE ABANDONED SHALL BE CAPPED IN PLACE.

SERVICE AND METER

LOCATING WIRE SPLICING

CONNECTION TO PVC MAIN

LOCATING WIRE INSTALLATION FOR WATER SERVICES

NOTES:

1. THE ENDS OF ALL LOCATING WIRES, WHETHER THEY ARE

SPLICED, CONNECTED, OR TERMINATED, SHALL HAVE THE

LAST THREE INCHES PIG TAILED AS DETAILED HEREON.

2. AFTER INSTALLATION OF THE LOCATING WIRE THE SYSTEM

SHALL BE SUBJECTED TO TESTING, PRIOR TO BACK FILL, IN

ORDER TO ESTABLISH THAT THE SYSTEM IS FUNCTIONAL.

PVC WATER MAIN

CORP STOP AND

TAPPING SADDLE

SERVICE LINE

PLASTIC TIE STRAPS TO BE PLACED

WITHIN 18" OF ALL SPLICES, CONNECTIONS,

OR TERMINATION, MAXIMUM SPACING 7'.

#14 THW LOCATING WIRE

(SOLID COPPER WIRE

WITH BLUE JACKET)

1-1/4" X 2" SPLIT GROUND CLAMP

INSTALLED AROUND PACK JOINT

COUPLING TO WATER METER.

METER BOX

TIE STRAP (TYP)

LOCATING WIRE

PIG TAIL 3" OF WIRE

AFTER PASSING THROUGH

SPLIT BOLT.

1/4" X 3/4" SPLIT BOLT

LOCATING WIRE

CONNECTION (SEE DETAIL)

TWO OPPOSING SPLIT OR SOLID RETAINER

GLANDS, TIGHTEN ALL SET BOLTS. WRAP

RETAINER GLANDS IN 16 MIL POLYETHYLENE

SHEETING PRIOR TO POURING CONCRETE.

1 2 3 4 5 6 7 8

Sheet CD-1

R E

D A

T E

JOB NO.:

CHECKED BY:

DRAWN BY:

DATE:

FILE NAME:

N o rt h

S in cl ai r A ve

C er tif ic at e o f

A ut h o ri za tio n

N um b er

: 3

Fa x:

O ff ic e:

Ta va re s, F lo ri d a

Bentley RD WM

43829.017

MCS

RON

MCS

September 2025

Le es bu rg

, F lo rid a

Be nt le y

Ro ad

W at er M ai n

Re pl ac em en t

MICHAEL C. SCULLION, PE

Registered Eng 70753

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)

COMPACTED

FILL MATERIAL

COMPACTED

BACKFILL

NOTE 2

SEE

GRANULAR BEDDINGNORMAL TRENCH

0.5 Bc (TOTAL)

UNDISTURBED SOIL

H W

" M

U M

C H

B E

COMPACTED

GRANULAR

BEDDING

MATERIAL

CLASS "A" BEDDING

SPECIAL CONDITIONS

" M

U M

(6"MIN.)

CONCRETE

(4"MIN.)

COMPACTED GRANULAR

BEDDING MATERIAL

(SEE NOTE 1)

(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

U M

4" M

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

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

Detail G-3

City of Leesburg Standard Details

UTILITY CONFLICT STANDARD DETAIL

FOR VERTICAL & HORIZONTAL SEPARATION

FILL, FULL

EXCAVATABLE

6" (M

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

1'- 0"

10'- 0" (2)

3'- 0" (1)

3'- 0" (1,3)

3'- 0"

10'- 0" (1,2)

1'- 0"

3'- 0"

3'- 0" (2)

10'- 0" (1,2)

1'- 0"

3'- 0"

3'- 0" (2)

3'- 0" (1)

3'- 0"

1'- 0"

3'- 0"

3'- 0" (1,3)

3'- 0" (2)

3'- 0"

1'- 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

SANITARYPOTABLE

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'- 0" (1)

1'- 0"

1'- 6" (2)

1'- 0"

1'- 6"

1'- 6" (2)

1'- 0"

1'- 6"

1'- 0" (1)

1'- 6"

1'- 0"

1'- 6" (2)

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

(TYP)

12"

MIN

SAND CUSHION

11.25° ELB (TYP)

SEE NOTE

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

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.

(MIN.)

PIPE

O.D.

(MIN.)

O .D

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

FOR DRIVEWAYS and PARKING AREAS

1'-6"

6x6-6/6WWF.

METHOD CONSISTING OF

BASE OR ALTERNATE

EXISTING BASE (T)

REPLACEMENT

SURFACE

+2'2 W

" 2/1 1

SURFACE JOINT

TRENCH WIDTH

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 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

Alternate 3 ft. minimum

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

6. ALL HYDRANTS SHALL BE EQUIPPED WITH GRADE-LOK FITTINGS

TO ALLOW FOR ELEVATION ADJUSTMENTS.

NOT TO SCALE

Detail W-11

PAINT TO HYDRANT BARREL.

SPECIFICATIONS

WITH PUMPER NOZZLES

HYDRANT TO BE PLACED

FACING STREET6' MIN.

9' MAX.

1'-6"

HYDRANT

FIRE

HYDRANT SHALL BE FINISHED GRADE.

OR REMOVABLE BARREL, BURY LINE ON

HYDRANT TO HAVE BREAK SECTION

COLLAR DETAIL

SEE VALVE

(STANDARD FIRE HYDRANT ASSEMBLY)

WATER

" M

CURB

K O

F C

U R

B O

UNDISTURBED SOIL

OF CONCRETE

BE KEPT FREE

WEEP HOLE TO

CONC. THRUST BLOCK

FORMED 1/2 YARD

GRADE LOK OR EQUAL

CAST IRON HYDRANT CONNECTOR.

MECHANICAL JOINT X SWIVEL

E O

6" BARREL

COORDINATE WITH CITY ENGINEER FOR TESTING PROCEDURES.

5. HYDRANTS SHALL BE FLOW TESTED BY CONTRACTOR.

YELLOW HYDRANT BARREL (SHERWIN WILLIAMS #B54Y37) OR EQUAL

4. ONE 1-1/2" OPERATING NUT, LEFT

3. ONE 4-1/2" PUMPER NOZZLE DISCHARGE

2. TWO 2-1/2" HOSE NOZZLE DISCHARGE

1. AWWA SPECIFICATIONS C-502

OR EQUAL OSHA SAFETY INDUSTRIAL YELLOW

APPLY TWO COATS OF SHERMAN WILLIAMS

OR EQUAL OSHA SAFETY INDUSTRIAL ENAMEL

APPLY TWO COATS OF SHERWIN WILLIAMS

PAINT TO THE BONNET AND NOZZLE CAPS.

THE UTILITY DEPARTMENT INSPECTOR WILL

DETERMINE THECOLOR TO PAINT THE HYDRANT

ORANGE 500 GPM TO 999 GPM (SHERWIN WILLIAMS #B54E39) OR EQUAL

BONNET AND NOZZLE CAPS BY FLOW TESTING HYDRANT.

RED 499 GPM OR LESS (SHERWIN WILLIAMS #B54R38) OR EQUAL

GREEN 1000 GPM TO 1499 GPM (SHERWIN WILLIAMS #B54614) OR EQUAL

BLUE 1500 GPM OR MORE (SHERWIN WILLIAMS #SW4086) OR EQUAL

MECHANICAL JOINT SWIVEL HYDRANT TEE WITH 1/2

YARD CONCRETE THRUST BLOCK. CAST IRON FITTINGS

ARE TO BE TYLER BRAND OR EQUAL.

SEE GATE VALVE

AND BOX DETAIL

a. MUELLER CENTURION

7. ALL HYDRANTS SHALL BE :

b. CLOW MEDALLION

c. KENNEDY K81A

d. AMERICAN DARLING B-84-B (PREFERRED)

City of Leesburg Standard Details

FIRE HYDRANT WITH VALVE

*NOTE: All fire hydrants that have yet to be approved, or are out

10 GA COPPER ARMOURED

POLYGUARD TRACKING

of service must be bag “Not in Service” or tagged “out of service”.

Tie straps shall be used to firmly secure Identification bags to hydrant.

*NOTE: VALVES SHALL BE PLACED ADJACENT TO MAIN, AND TIED TO TEE.

OR DETECTOR WIRE

DRAIN

AND FREE TO

** UNLESS AGREEMENT IS MADE WITH THE CITY OF LEESBURG

WATER DEPARTMENT

LEESBURG

The Lakefront City

4" CONCRETE SLAB WITH

No. 6 X 6, W10 X W10

4'-0"

2' -8

WATER METER/BACKFLOW

Detail W-15

PREVENTER ASSEMBLY 3/4", 1" AND 2"

* * NOTE: 3/4" AND 1" USE 1" POLY TUBING. 2" USES 2" POLY TUBING. NO 2 1/2" SERVICES ARE ALLOWED

City of Leesburg Standard Details

RPZ BACKFLOW PREVENTER.

ON ALL POTABLE SERVICES

GATE VALVE (TYP)

PLASTIC METER

BOX WITH READER LID

SERVICE LINE

GRAVEL BED 3"

THICK MIN.

1/2" PREFORMED JOINT

MATERIAL BETWEEN PIPE

AND CONCRETE SLAB

UNION

ADJUSTABLE

PIPE SUPPORTS

GALV. STEEL OR

FINISHED GRADE

12"

MIN

WATER METER

POLY WATER

DUCTILE IRON PIPE TO SIZE

FROM MAIN

WATER MAIN

VALVE 1" OR 2" BY CITY OF LEESBURG

1" CHAMFER (TYP)

POLY TUBING

SIZED TO SERVICE

(3" METER AND LARGER SHALL BE INSTALLED ABOVE GROUND)

DOUBLE STRAP SADDLE 1" OR 2"

BY CITY OF LEESBURG

SEE SPECIFICATIONS

NOT TO SCALE

(WET TAPS BY CITY OF LEESBURG)

FOR 3" OR LARGER 24" MINIMUM

All Potable Water services connected to City of Leesburg Water are to be protected by a Reduced Pressure Zone (RPZ) Backflow Prevention Device. RPZ Backflow Prevention Device must be tested after installation and a copy of the test report must be submitted to the City of Leesburg Cross Connection division prior to the final CO home inspection.

All commercial services shall be equipped with a RPZ Backflow Prevention Device.

Where reuse water is available, all potable water connections shall be equipped with a RPZ Backflow Prevention Device.

SEE CITY OF LEESBURG SPECIFICATIONS

LEESBURG

The Lakefront City

1 2 3 4 5 6 7 8

Sheet CD-2

R E

D A

T E

JOB NO.:

CHECKED BY:

DRAWN BY:

DATE:

FILE NAME:

N o rt h

S in cl ai r A ve

C er tif ic at e o f

A ut h o ri za tio n

N um b er

: 3

Fa x:

O ff ic e:

Ta va re s, F lo ri d a

Bentley RD WM

43829.017

MCS

RON

MCS

September 2025

Le es bu rg

, F lo rid a

Be nt le y

Ro ad

W at er M ai n

Re pl ac em en t

MICHAEL C. SCULLION, PE

Registered Eng 70753

Detail W-16

Existing Water Service Abandonment

NOT TO SCALE

City of Leesburg Standard Details

DISCONNECT SERVICE

FROM CORPORATION STOP

19mm OR 25mm (3/4" OR 1")

SERVICE CONNECTION

38mm OR 50mm (1 1/2" OR 2")

SERVICE CONNECTION

INSTALL PLUG/CAP

SEE DETAIL ABOVE

CLOSE VALVE

DISCONNECT SERVICE

FROM CORPORATION STOP

EXISTING MAIN

EXISTING CORPORATION STOPEXISTING CORPORATION STOP

FERRULE

SOFT COPPER DISK

FLARE STYLE FITTING

OR THREADED CAP

FLARE STYLE FITTING

OR THREADED CAP

SOFT COPPER DISK

FLARED CORPORATION STOP COMPRESSION CORPORATION STOP

PLUG CAP DETAILS

***NOTE: CITY OF LEESBURG DOES NOT ALLOW 1 1/2" SERVICE CONNECTIONS

LEESBURG

The Lakefront City

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.

City of Leesburg Standard Details

GENERAL NOTES

LEESBURG

The Lakefront City

NOT TO SCALE

Detail W-2

STAINLESS STEEL

TAPPING SLEEVE w/ S.S. FLANGE

WET TAP SLEEVE & TAP VALVE

1/2 YD. 3,000 PSI CONC.

THRUST BLOCK

TAP VALVE RESILIENT SEATED CLOW,

MUELLER, OR AMERICAN BRAND.

OR APPROVED S.S. WRAP AROUND

City of Leesburg Standard Details

WATER

CAST IRON

VALVE BOX

ADJUSTABLE

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

CONCRETE COLLAR

10 GA COPPER ARMOURED

POLYGUARD TRACKING

CUT "V" NOTCH

IN BOX RISER

WIRE TO EXTEND MIN.

1' ABOVE VALVE BOX GRADE

VALVE COLLAR DETAIL

SEE CITY OF LEESBURG

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

6" C-900, DR-18,

IN TRAFFIC AREAS)

LENGTH AS REQ.

PROFILE

FINISH GRADE

OR DETECTOR WIRE

TO BE PROVIDED BY DEVELOPER/BUILDER

FULL FACE GASKET REQIURED

SLEEVE TO TAPPING VALVE

FULL FACE GASKET REQIURED

SLEEVE TO TAPPING VALVE

PLAN

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

CAST IRON

10 GA COPPER ARMOURED

POLYGUARD TRACKING

WATER MAIN

TRACKING WIRE

MECHANICAL JOINT GATE

VALVE RESILIENT SEALED

F C

R V

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-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

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

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

10.

WATER

LEESBURG

The Lakefront City

WATER SERVICE CONNECTION DETAILS

SECTION

BRASS BUSHING.

LOCKWING CURB STOP AND

5' FROM BACK OF CURB

1"(2" DBL. SERV.)

CORPORATION STOP

OR EDGE OF PAVEMENT

1"(2" DBL. SERV.)-

SERVICE SADDLE

FEMALE CC THREADED

" M

30° - 45°

36" MAX.

30' MIN.

FINAL GRADE

PLAN

W/ CAST IRON READER LID

METER COUPLINGS.

METER W/ BRASS

SET TO FINISH GRADE

12"

PLASTIC METER BOX

PROVIDED BY THE CITY OF LEESBURGSADDLE

FIPT SERVICE

DOUBLE STRAP 2"

CORPORATION STOP

2" CORPORATION STOP

WATER MAIN

AND BRASS BUSHING

CENTURY PLASTIC METER BOX

W/ CAST IRON READER LID

SET TO FINISH GRADE, TYP.

LOCKWING CURB STOP.

2" P.E.T. CTS SERVICE LINE

SDR9-BLUE (DRISCO PLEX 5100

2"x1" WYE

1" P.E.T.

LOT LINE

LOT LINE 18" MIN.

18" MIN.

FORD DOUBLE STRAP

H T-

O F-

12"

Detail W-9

NOT TO SCALE

DOUBLE STRAP 1" -

OR MULLUER EQV.

OR EQUAL) WITH 10 GA. TRACING

SADDLE

FIPT SERVICE

City of Leesburg Standard Details

OR DETECTOR WIRE

2" P.E.T. CTS SERVICE LINE

SDR9-BLUE WITH 10 GA

TRACING OR DETECTOR WIRE

1" P.E.T. CTS SERVICE LINE

SDR9-BLUE (DRISCO PLEX 5100

OR EQUAL) WITH 10 GA. TRACING

OR DETECTOR WIRE

12"

WIRE TO EXTEND MIN.

1' ABOVE BOX GRADE

ADAPTER (TYP.)

PROVIDED BY CONTRACTOR

ADAPTER (TYP.)

THE CITY OF LEESBURG.)

(TO BE INSTALLED BY

H T-

O F-

12"

MIN. DOUBLE THAT OF THE

OUTSIDE DIAMETER OF THE

SERVICE LINE AND SHALL

EXISTING ROADWAY

ADAPTER (TYP.)

PROVIDED BY CONTRACTOR

10 GA. TRACING OR

DETECTOR WIRE

THE INSIDE DIAMETER OF

PVC SLEEVE SHALL BE AT A

EXTENDED A MIN. 2'

BEYOND EOP/BOC

MIN. DOUBLE THAT OF THE

OUTSIDE DIAMETER OF THE

SERVICE LINE AND SHALL

THE INSIDE DIAMETER OF

PVC SLEEVE SHALL BE AT A

EXTENDED A MIN. 2'

BEYOND EOP/BOC

2' MIN.

TYP

METER W/ BRASS METER COUPLING

LEESBURG

The Lakefront City

1. METERS TO BE INSTALLED BY CITY OF LEESBURG.

2. SERVICE LINE DEFLECTIONS SHALL NOT EXCEED 75% OF THAT RECOMMENDED BY MANUFACTURE.

3. AS PER APPROVED CITY OF LEESBURG MUNICIPAL CODE 7-120(b). NO CONSUMER OF WATER SUPPLIED BY THE CITY SHALL HAVE A CROSS

CONNECTION, EITHER INSIDE OR OUTSIDE OF ANY BUILDING OR STRUCTURE, WITHOUT FIRST INSTALLING AN APPROVED BACKFLOW PREVENTION DEVICE TO PREVENT ALL BACKFLOW INTO THE CITY WATER SYSTEM. SEE CITY OF LEESBURG BACKFLOW DETAIL W-15

NOTES:

NOT TO SCALE

BELL RESTRAINT DETAILS

RUN

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

3 BELL JOINTS3 BELL JOINTS

5 BELL JOINTS 5 BELL JOINTS

3 BELL JOINTS

5 BELL JOINTS 3 BELL JOINTS

3 BELL JOINTS 3 BELL JOINTS3 BELL JOINTS 3 BELL JOINTS

5 BELL JOINTS

MEGA LUG

LEESBURG

The Lakefront City

FCM 3"ROUND RLS 1571

FIR 1/2"

FIRC 1/2 LB 707

FCM 4X4 NOID

84.04

84.00

83.94

84.11

83.91

83.87

84.34

84.23

84.0 84.19

83.86

84.03

84.57

84.27

84.40

84.0

85.3

85.4

83.9

83.8

84.26

84.38

84.53

84.39

84.0

86.4

86.4 86.2

86.2

83.9

84.26

84.43

84.20

83.95

84.05

83.90

83.3

85.6

85.8

84.6

84.7

82.8

83.55

83.78

83.61 83.17

83.26

83.04

82.4

83.4

83.5

12" 12" DBL OAK

83.5

10" 6" DBL OAK

84.1

83.115" OAK

16" PALM

13" 13" 13" TRPL OAK

82.8

81.5

82.5

81.5

82.7

82.94

82.96

82.89 82.72

82.52

82.66 82.71 82.77

82.41

82.45 82.34

82.92

82.93

83.02

82.7

82.1

82.67

82.09

81.52 81.5

81.4

80.91

81.37

81.68

82.06

81.80

82.11

81.180.7

82.1 81.7

81.9

STUBOUT PVC" 4"

82.1

82.55

81.44

FCM 3"ROUND

WHISPER OAKS

SUBDIVISION

(PB 37, PG 43)

LOT 11

ABANDONED

RAILROAD

LOT 10

ALT KEY: 3613376

CALLAHAN DESHAWN L &

SEMETRICE

ORB 1343 PG 1139

484 GOSS AVE

LEESBURG FL, 34748

ALT KEY: 3776138

HARMELING JEREMY & SHIRAH

ORB 5339 PG 2107

491 MILLS STREET

LEESBURG FL, 34748

H O

'S T

T A

STOP AND

STREET

5' CHAINLINK FENCE

SCHOOL BUS

STOP

STOP AND

STREET

DEAD END

AIR RELEASE MH

RIM=84.34'

SANITARY MH

RIM=83.72'

(NO INVERTS

COLLECTED)

EDGE PAVEMENT

GRASS

F F

83.93

84.01 83.98

83.87 E

44" OAK

84.084.1

83.6

83.8 83.782.5

83.6

83.8 85.0

85.2 85.6

85.7

85.1

83.9

84.1

84.6 84.4

83.8

84.6

84.4

83.6 83.1

83.983.0

82.0

82.2 83.1

83.2

10+00

11+00 12+00 13+00 14+00 15+00

BP: 10+00.00

BM #1

SET 5/8" IRON ROD & CAP

(HALFF TRAV PT LB8384)

ELEVATION: 85.07'

STATION=10+64.59

9.67 L

STATION=10+53.05

70.05 R

N: 1629939.34 E: 380176.70

SURVEY BASELINE

BEGIN POINT=10+00.00

N:1629983.1841 E:380100.5528

STATION=11+11.39

25.18 R

STATION=13+32.92

24.76 L

STATION=15+64.92

25.04 L

STATION=15+33.81

20.04 R

STATION=14+93.48

24.60 L

END

LOCATIONS

CENTURY LINK

FIBER

AIR

RELEASE

MANHOLES

DUKE ENERGY

FIBER

CENTURY LINK

FIBER

END

LOCATIONS

END

LOCATIONS

END

LOCATIONS

END

LOCATIONS

END

LOCATIONS

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

N67°04'02"E

RIGHT OF WAY BY EXISTING

MONUMENTATION, RECORDED

PLATS AND DEEDS

83.0

82.7

WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM

W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN

WMWMWMWMWM

FCM 3"ROUND

FIRC 5/8 LB 7532

FND NOID

FIRC 1/2 RLS 0707

FIRC 1/2 LB 707

82.77

82.41

82.45 82.34

81.52 81.5

80.91

81.37

81.68

82.06

81.80

82.11

81.180.7

82.1 81.7

81.9

STUBOUT PVC" 4"

82.1

82.55

81.44

81.1

81.32

81.52

81.60 80.71

81.04

80.78

80.8 80.2

79.92

80.10

79.88

78.74

79.28

79.06

79.1

78.65

79.06 78.61

78.22

77.75

77.76

77.75 78.25

78.35

78.28

78.2 77.9

77.68

77.95

77.08

77.50

77.26

77.4

77.89 77.10

77.19

77.5

77.3 77.69

77.92

77.5 76.9

76.42

76.51

76.21 75.33

75.16

75.73

75.32

75.3

74.58

74.8

74.65

74.82

75.2575.0

76.0

75.3

74.60

75.16

74.86

74.30

74.29 74.40

74.22

74.55

74.72

74.44 74.86

74.6

74.3 74.24

74.24

74.3

74.43

73.45

73.46 73.42

74.4

73.7

74.1

74.2

74.75

FCM 3" ROUND NOID

FCM 3"ROUND

DEAD END

6' PVC FENCE

NO PARKING

NO LITTERING

NO PARKING

NO LITTERING

STOP &

STREET

CONCRETE PAD

BUS STOP

6' PVC PRIVACY FENCE 5'

C PR

IVA

CURB

HEDGE

BUSH

SANITARY MH

RIM=79.10'

(NO INVERTS COLLECTED)

SANITARY MH

RIM=74.96'

INV 10" PVC

NW=68.05'

SANITARY MH

RIM=75.20'

INV 10" PVC

SE=68.25'

SANITARY MH

RIM=74.68'

(NO INVERTS

COLLECTED)

SANITARY MH LID

RIM=74.32'

(VALVE INSIDE)

EDGE PAVEMENT EDGE PAVEMENT EDGE PAVEMENT

EDGE PAVEMENT

EDGE PAVEMENT EDGE PAVEMENT

GRASS

INV 24X17

CMP =71.15'

INV 24X17

CMP =71.10'

CATCH BASIN RIM

SET IN CONC COLLAR=73.37'

INV 42X27 CMP NW=70.63'

INV 42X27 CMP E=70.06'

INV 24X17 CMP S=70.99'

INV 24X17 CMP S=71.03'

TRASH

CAN

16+00 17+00 18+00 19+00 20+00 21+00

STATION=15+64.92

25.04 L

STATION=15+33.81

20.04 R

STATION=17+85.12

20.07 R

STATION=20+44.35

19.69 L

STATION=20+47.32

30.73 R

STATION=20+93.03

25.02 L

STATION=19+68.42

24.94 L

BM #2

SET 5/8" IRON ROD & CAP

(HALFF TRAV PT LB8384)

ELEVATION: 83.27'

END

LOCATIONS

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

RIGHT OF WAY BY EXISTING

MONUMENTATION, RECORDED

PLATS AND DEEDS

RIGHT OF WAY BY

EXISTING

MONUMENTATION,

RECORDED PLATS

AND DEEDS

WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM

WMWMWMW-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN

WM WM WM WM WM WM WM

FCM 3"ROUND

FIRC 1/2 LB 7064

74.40 74.22

74.55

74.72

74.86 74.6

74.3 74.24

74.24

74.3

74.43

73.45

73.46 73.42

74.4

73.7

74.1

74.2

74.75

74.68

74.94

74.45

74.1 75.1

76.1

75.10

75.58

75.05 75.43

75.70

75.77

75.6

76.8

36" OAK

76.9

76.5

75.7

75.85

76.12

75.99

75.34

75.53

76.6

75.90

75.56 75.44

76.19

76.39 76.41

76.38

76.02

76.1

76.4

76.03

76.25

75.89

76.15

76.14

76.19

76.35

76.04

32" OAK

75.38

73.70

76.3

77.0

76.58

76.8

77.8

76.47

76.96

77.88

12" PALM

38" OAK

76.62

76.29

76.67

76.91

77.9577.9

77.3

76.48

76.68 76.61

76.54

77.02

76.86

76.96

76.87

76.86

77.3 77.4

77.26

77.2

77.3

77.5

77.27 77.61

77.44

77.42

76.9

18" PALM

FCM 3"ROUND NOID

PARKING

STOP

STREET

OUTLET

CONC

DRIVE

2'X2' BRICK

COLUMN

6' PVC PRIVACY FENCE6' PVC PRIVACY FENCE

CURB

HEDGE

BUSH

SANITARY MH

RIM=74.68'

(NO INVERTS

COLLECTED)

SANITARY MH LID

RIM=74.32'

(VALVE INSIDE)

SANITARY MH

RIM=75.75'

INV 10" METAL

NE=66.51'

STORM MH

RIM=75.38'

(NO INV

COLLECTED)

EDGE PAVEMENT

GRASS

GRASS GRASS

GRASS

INV 24X17

CMP =71.15'

INV 24X17

CMP =71.10'

CATCH BASIN RIM

SET IN CONC COLLAR=73.37'

INV 42X27 CMP NW=70.63'

INV 42X27 CMP E=70.06'

INV 24X17 CMP S=70.99'

INV 24X17 CMP S=71.03'

SET IN CONC COLLAR=75.50'

INV 42X27 CMP W=71.33'

INV 24X15 CMP E=73.06'

INV 15"PVC S=72.44'

INV 15"PVC S=72.38'

INV

15"PVC=72.93'

INV

15"PVC=72.88'

CATCH BASIN RIM

SET IN CONC COLLAR=75.40'

INV 24X15 CMP E=73.78'

INV 24X15 CMP W=73.90'

CONC MITER END

SECTION WITH INV

24X15 CMP=73.69'

21+00 22+00 23+00 24+00 25+00 26+00 27+00

STATION=20+93.03

25.02 L

STATION=22+46.11

25.02 L

STATION=22+38.84

34.97 R

STATION=23+88.05

24.66 L

STATION=24+88.83

24.77 L

STATION=22+78.40

58.80 R

N: 1630427.16 E: 381300.82

STATION=27+18.05

59.20 R

N: 1630598.10 E: 381705.88

BM #3

SET 5/8" IRON ROD & CAP

(HALFF TRAV PT LB8384)

ELEVATION: 76.56'

BM #4

SET 5/8" IRON ROD & CAP

(HALFF TRAV PT LB8384)

ELEVATION: 81.59'

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

N67°04'02"E

RIGHT OF WAY BY EXISTING

MONUMENTATION,

RECORDED PLATS AND

DEEDS

RIGHT OF WAY BY EXISTING

MONUMENTATION, RECORDED

PLATS AND DEEDS

SANITARY MH

RIM=76.78'

INV 10" METAL SW=66.67'

INV 4" PVC NW=73.19'

INV 10" METAL N=66.87'

WMWMWMWMWMWMWMWMWMWMWMWMWMWMWM

W M

WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMW-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN

1 2 3 4 5 6 7 8

Sheet C-1 Bentley RD WM

43829.017

MCS

RON

MCS

September 2025

R E

D A

T E

JOB NO.:

CHECKED BY:

DRAWN BY:

DATE:

FILE NAME:

Le es bu rg

, F lo rid a

Be nt le y

Ro ad

W at er M ai n

Re pl ac em en t

Pl an

S he et

N o rt h

S in cl ai r A ve

C er tif ic at e o f

A ut h o ri za tio n

N um b er

: 3

Fa x:

O ff ic e:

Ta va re s, F lo ri d a

SCALE IN FEET

Scale: 1"=

20' 20 20 40

SCALE IN FEET

Scale: 1"=

20' 20 20 40

SCALE IN FEET

Scale: 1"=

20' 20 20 40

M A

E S

. 1

C O

N U

O N

S E

E T

S H

E E

OPEN-CUT AND REPAIR

ASPHALT ROAD

CONNECT TO EXISTING 6" GATE VALVE

ABANDON EXISTING

WATER MAIN

PROPOSED 12" PVC WATER MAIN

MIN. 36" OF COVER

M A

LIN

. 15+ 50.00

C O

TIN

U A

TIO

S E

H E

E T

M A

E S

. 2

C O

N U

O N

S E

E T

S H

E E

M A

LIN

. 21+ 00.00

C O

TIN

U A

TIO

S E

H E

E T

M A

E S

. 2

C O

N U

O N

S E

E S

H E

E T

C -2

MICHAEL C. SCULLION, PE

Registered Eng 70753

OPEN-CUT AND REPAIR

CONCRETE DRIVEWAY

STA. 11+30.19, 15.34' l

INSTALL:

(1) FIRE HYDRANT ASSEMBLY

(1) 12" GATE VALVE

ABANDON EXISTING

WATER MAIN

PROPOSED 12" PVC WATER MAIN

MIN. 36" OF COVER

ABANDON EXISTING

WATER MAIN

PROPOSED 12" PVC WATER MAIN

MIN. 36" OF COVER

STA. 16+35.81, 19.07' L

INSTALL:

(1) 12" GATE VALVE

STA. 24+81.76, 17.58' L

INSTALL:

(1) 12" GATE VALVE

(1) FIRE HYDRANT ASSEMBLY

OPEN-CUT AND REPAIR

ASPHALT ROAD

EXISTING 6" CIP WATER MAIN

CONNECT TO EXISTING

WATER MAIN

INSTALL:

(1) 1" HDPE WATER SERVICE

CONNECT TO (2) EXISTING

WATER METERS

CONTRACTOR TO FIELD

LOCATE METERS

CONNECT TO EXISTING

6" WATER MAIN

CONNECT TO EXISTING

WATER MAIN

PROPOSED DIRECTIONAL BORE,

14" HDPE, SDR-11 4170 WATER MAIN

90± L.F. (SEE PROFILE SHT C-3.01)

PROPOSED TRANSITION

FROM 12" PVC TO 14" HDPE

CONNECT TO EXISTING

6" WATER MAIN

CONNECT TO EXISTING

6" WATER MAIN

SAMPLE POINT #8

INSTALL:

(1) 12"x6" TEE

CONNECT TO EXISTING

6" WATER MAIN

SAMPLE POINT #9

CONNECT TO EXISTING

WATER SERVICE

CONNECT TO EXISTING

8" WATER MAIN

SAMPLE POINT #10

STA. 15+1.09, 19.56' L

INSTALL:

(1) 12"x6" TEE

(1) 6" GATE VALVE

(1) THRUST COLLAR

SAMPLE POINT #3

STA. 15+34.82, 19.17' L

INSTALL:

(1) 12"x6" TEE

(1) 6" GATE VALVE

(1) THRUST COLLAR

SAMPLE POINT #4

STA. 15+58.64, 19.11' L

INSTALL:

(1) 12"x6" TEE

(1) 6" GATE VALVE

(1) THRUST COLLAR

SAMPLE POINT #5

STA. 17+97.63, 18.87' L

INSTALL:

(1) 12"x6" TEE

(1) 6" GATE VALVE

(1) THRUST COLLAR

SAMPLE POINT #6

STA. 26+5.74, 17.66' L

INSTALL:

(1) 12"x8" TEE

(1) 8" GATE VALVE

EXISTING 6" WATER MAIN

EXISTING 8" WATER MAIN

INSTALL:

(1) 6" GATE VALVE

6.29'

2.50'

2.36'

PROPOSED TRANSITION

FROM 14" HDPE TO 12" PVC

STA. 20+70.59, 18.21' L

INSTALL:

(1) 12"x6" TEE

(1) 6" GATE VALVE

(1) THRUST COLLAR

SAMPLE POINT #7

STA. 20+76.53, 18.20' L

INSTALL:

(1) 12"x6" TEE

(1) 6" GATE VALVE

(2) 90° BENDS

(1) THRUST COLLAR

SAMPLE POINT #8

CONNECT TO EXISTING

6" WATER MAIN

STA. 20+91.04, 18.18'L

INSTALL:

(1) 12" 45° BENDS

ROTATED AS NECESSARY

TO DEFLECT UNDER STORM PIPING

STA. 19+96.97, 18.25' L

INSTALL:

(1) FIRE HYDRANT ASSEMBLY

(1) 12" GATE VALVE

PROPOSED 12" PVC WATER MAIN

MIN. 36" OF COVER

PROPOSED 1" AIR

RELEASE VALVE

PROPOSED 1" AIR

RELEASE VALVE

CONNECT TO EXISTING 12" GATE VALVE

INSTALL:

BT SAMPLE POINT #1

OPEN-CUT AND REPAIR

ASPHALT ROAD

OPEN-CUT AND REPAIR

ASPHALT ROAD

OPEN-CUT AND REPAIR

ASPHALT ROAD

STA: 10+91.81, 3.14'L

INSTALL:

(1) 12"x6" TEE

(1) 6" GATE VALVE

(1) THRUST COLLAR

BT SAMPLE POINT #2

STA: 10+77.69, 3.29'L

INSTALL:

(1) 12"x6" TEE

(1) 6" GATE VALVE

(1) THRUST COLLAR

CONNECT TO EXISTING

6" WATER MAIN

STA: 10+95.97, 310'L

INSTALL:

(1) 12" 45° BENDS

STA: 10+10.83, 7.00'L

INSTALL:

(1) 12" 45° BENDS

EXISTING

BUS STOP

OPEN-CUT AND REPAIR

ASPHALT ROAD

LONG SIDE WATER SERVICE

SHALL BE PNEUMATIC MOLE

UNDER ROAD, TYP.

FIRC 1/2" LB 707

FIRC 1/2" ILLEGIBLE FCM 4X4 RLS 4614

FND RLS 4614

76.96

77.26

77.2

77.3

77.27 77.61

77.44

77.42

76.9

18" PALM

15" PALM

77.60

77.3

77.44

77.34

77.87

77.74 78.18

78.39

78.20

77.84

78.12

77.8

77.5

78.38

77.878.04

78.4078.1 77.8

78.1

78.56

78.89

78.83

78.1

78.4

79.37

79.68

79.57

11" OAK

9" OAK 7" 7" 6" 6" 4" 4" 4" MULTI OAK

78.9

80.1 80.15

80.61

80.50

9" OAK

16" PALM

80.1

79.9

80.7

80.90

81.26

81.40

81.86 82.60

82.12

81.91

81.64

81.22

80.83

80.1

81.2

27" OAK

80.88

80.8

80.60

80.99 81.1

81.21

81.88

80.9

82.00

82.03

82.06

81.89

81.5

81.6

82.0 82.18

82.29

82.26 82.37

82.43

81.8

81.9 82.0

81.9

82.69

82.81

82.79

81.7 81.3

77.1 SPEED

LIMIT 25

STOP

STREET

STOP

CONC

DRIVE

2'X2' BRICK

COLUMN

2'X2' BRICK

COLUMN

GATE

6' PVC PRIVACY FENCE

6' WOOD PANEL FENCE

2'X2' BRICK

COLUMN

6' WOOD

PANEL FENCE

POWER

TRANSFORMER

2'X2' BRICK

COLUMN

EDGE PAVEMENT EDGE PAVEMENT EDGE PAVEMENT

EDGE PAVEMENT

EDGE PAVEMENT EDGE PAVEMENT EDGE PAVEMENT

GRASS

27+00 28+00 29+00 30+00 31+00 32+00

STATION=27+38.02

25.07 L

STATION=28+69.52

25.04 L

STATION=30+67.17

24.92 L

STATION=30+74.00

39.37 L

STATION=31+39.85

25.09 L

STATION=27+18.05

59.20 R

N: 1630598.10 E: 381705.88

BM #4

SET 5/8" IRON ROD & CAP

(HALFF TRAV PT LB8384)

ELEVATION: 81.59'

END

LOCATIONS

END

LOCATIONS END

LOCATIONS

ASPHALT

PAVEMENT ASPHALT

N67°04'02"E

RIGHT OF WAY BY EXISTING

MONUMENTATION, RECORDED

PLATS AND DEEDS

RIGHT OF WAY BY EXISTING

MONUMENTATION,

RECORDED PLATS AND

DEEDS

RIGHT OF WAY BY EXISTING

MONUMENTATION, RECORDED

PLATS AND DEEDS

RIGHT OF WAY BY EXISTING

MONUMENTATION, RECORDED

PLATS AND DEEDS

WMWMWMWMWMWMWMWMWM

WMWMWMWMWM

WMWMWMWMWMWMWMWMWMWMWMWM

WMWMWMWM

W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN

W -A

BAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN

FCM 4X4 LB 707

FCM 4X4 LB 8214

82.37

82.43

81.8

81.9 82.0

81.9

82.69

82.81

82.79 83.17

83.09

83.02

82.4

83.720" OAK

83.4

82.8

83.44

83.51

83.34 83.44

83.37

83.23

82.9

83.7 83.8

83.5

82.8

82.97

83.01

82.98 82.67

82.58

82.40

82.1

83.6

83.8 83.1

82.7

81.7

81.7 82.08

82.18

82.14 81.69

81.72

81.66

81.4

82.7

81.67

81.79

81.7 81.7

81.3

81.69

81.79 81.58

81.48

81.27

80.8

81.2 81.0

80.6

80.80

81.21 80.66

80.58 80.11

79.9

80.0

80.11

80.09

80.282.9

6' WOOD PANEL FENCE 6' WOOD PANEL FENCE

2'X2' BRICK

COLUMN

EDGE PAVEMENT

EDGE PAVEMENT EDGE PAVEMENT

GRASS

10" WIDE CONC WALL

TOP=89.52 SW

TOP=88.50' NE

10" WIDE CONC WALL

TOP=89.53' NE 10" WIDE CONC WALL 10" WIDE CONC WALL 10" WIDE CONC WALL 10" WIDE CONC WALL 10" WIDE CONC WALL

10" WIDE CONC WALL

TOP=88.57 SW

TOP=87.55' NE

10" WIDE CONC WALL

TOP=87.56 SW

TOP=86.55' NE

10" WIDE CONC WALL

TOP=86.48' SW

TOP=85.90' NE

32+00 33+00 34+00 35+00 36+00 37+00 38+00

STATION=33+93.00

21.03 R

N: 1630896.25 E: 382312.61

STATION=35+13.80

27.28 R

STATION=32+97.21

24.99 L

BM #5

SET 5/8" IRON ROD & CAP

(HALFF TRAV PT LB8384)

ELEVATION: 85.80'

END

LOCATIONSASPHALT ASPHALT

PAVEMENT

N67°04'02"E

RIGHT OF WAY BY EXISTING

MONUMENTATION, RECORDED

PLATS AND DEEDS

RIGHT OF WAY BY EXISTING

MONUMENTATION, RECORDED

PLATS AND DEEDS

RIGHT OF WAY BY EXISTING

MONUMENTATION, RECORDED PLATS

AND DEEDS

WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWM

W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN

FCM 4X4 NOID

FCM 4X4 PSM 4614

FND PLS 4542

81.58

81.48

81.27

81.0

80.6

80.80

81.21

80.66

80.58

80.11

79.9

80.0

80.11

80.09

79.68

79.79

79.65

79.1

79.3

79.04

78.8

78.3

78.4

78.3

79.15

79.08 78.63

78.66

78.59

77.8

77.6

77.82

77.37

77.4

77.17

77.2

77.0 76.96 76.99 76.9

76.9

76.58

76.3776.3

77.50

76.29

76.3

76.4

76.3

76.2 75.8

75.8

75.9

76.3

75.9 76.1

75.6

76.0

76.4

76.0

76.4

76.3

75.4

74.9 75.5

74.8

75.7 76.5

76.3

76.7

75.8

75.6

76.2

75.3

74.4

74.6

76.8

73.6

74.4

75.9

74.3

74.6

75.8

76.0 76.3

76.6

76.9

74.0

74.1

74.0 74.2

76.9

76.2

75.8

75.7

76.0

75.4

76.9

74.3

74.9

74.0

75.4

75.7

74.5

74.9

74.7

74.2

75.6

73.9

74.3

75.2

75.5

74.6

74.8

75.4

75.8

76.5

76.1

80.2

STOP

STREET

DEAD

END

GATE

4' WOOD PANEL

FENCE

WOOD PRIVACY FENCE

TREELINE

END WOOD FENCE AND BEGINBARBED WIRE FENCE

WIRE FENCE

EDGE PAVEMENT

EDGE PAVEM

ENT

EDGE PAVEMENT

DIRT ROAD

EDGE PAVEMENT

GRASS

TREELINE

10" WIDE CONC WALL

TOP=87.56 SW

TOP=86.55' NE

10" WIDE CONC WALL

TOP=86.48' SW

TOP=85.90' NE

10" WIDE CONC WALL

TOP=85.79' SW

TOP=84.77' NE

10" WIDE CONC WALL

TOP=84.84' SW

TOP=83.80' NE

10" WIDE CONC WALL

TOP=83.80'

38+00

39+00

40+00 41+00

42+00

43+00

: 3

STATION=39+72.95

26.97 R

STATION=38+94.05

22.05 R

N: 1631090.46 E: 382774.35

STATION=39+93.31

27.94 L

STATION=40+13.09

24.35 L

BM #6

SET 5/8" IRON ROD & CAP(HALFF TRAV PT LB8384)ELEVATION: 79.53'

END

LOCATIONS

END

LOCATIONS

DIRT

TRAVELWAY

ASPHALT

PAVEMENT

DIRT

TRAVELWAY

N67°04'02"E

R=1909.67 L=544.98' ∆=16°21'04"

CH=543.13' CB=N75°14'34"E

RIGHT OF WAY BY EXISTING

MONUMENTATION, RECORDED PLATS

AND DEEDS RIGHT OF WAY BY EXISTINGMONUMENTATION, RECORDEDPLATS AND DEEDS

RIGHT OF WAY BY EXISTINGMONUMENTATION,RECORDED PLATS AND

DEEDS

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W-ABAN

W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN W-ABAN

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A ut h o ri za tio n

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Fa x:

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Ta va re s, F lo ri d a

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CONCRETE DRIVEWAY

ABANDON EXISTING

WATER MAIN

PROPOSED 12" PVC

WATER MAIN

MIN. 36" OF COVER

OPEN-CUT AND REPAIR

ASPHALT ROAD

STA. 27+12.51, 18.04' L

INSTALL:

(2) 12" 45° BENDS

MINIMUM 2.0' BETWEEN

FITTINGS

ABANDON EXISTING

WATER MAIN

PROPOSED 12" PVC WATER MAIN

MIN. 36" OF COVER

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PROPOSED 12" PVC WATER MAIN

MIN. 36" OF COVER OPEN-CUT AND REPAIR

ASPHALT ROAD

OPEN-CUT AND REPAIR

DIRT ROAD

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Bentley RD WM

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