IFB26016HGAttachmentA2LeesburgU.S.Hwy27WaterMainReplacementPhase1Drawings.pdf

CONSTRUCTION PLANS

INDEX OF SHEETS:

Original Document Size 24"x36" 0 1 2 3 4 5

(Inches)

OWNER/DEVELOPER

CLIFF KELSEY, DIRECTOR OF PUBLIC WORKS

PHONE: (352) 728-9786

LEESBURG, FLORIDA 34748

CITY OF LEESBURG

550 SOUTH 14TH STREET

ENGINEER:

902 SINCLAIR AVENUE

TAVARES, FL. 32778

HALFF ASSOCIATES, INC.

(352) 343-8481

MICHAEL C. SCULLION, P.E.

CITY MANAGER

COMMISSIONER COMMISSIONER

MAYOR

JAY CONNELL

ALLYSON BERRY

JIMMY BURRY

MIKE PEDERSON

ALAN REISMAN

DIRECTOR OF PUBLIC WORKSAL MINNER

COMMISSIONER

DISTRICT 1

CLIFF KELSEY

SURVEYOR:

902 SINCLAIR AVENUE

TAVARES, FL. 32778

HALFF ASSOCIATES, INC.

(352) 343-8481

JOHN T. MCGLOHORN, PSM

DISTRICT 2

DISTRICT 5

MAYOR PRO-TEM

DISTRICT 3

LEESBURG, LAKE COUNTY, FLORIDA

LAKE

HARRIS

LAKE

DENHAM

PROJECT LOCATION

1. COVER SHEET

G-1 KEY MAP & GENERAL NOTES

G-2 DETAILS

G-3 DETAILS

G-4 DETAILS

C-1 PLAN SHEET (START TO STA: 117+65.83)

C-2 PLAN SHEET (STA: 117+65.83 TO STA: 135+72.31)

C-3 PLAN SHEET (STA: 135+72.31 TO STA: 154+10.64)

C-4 PLAN SHEET (STA: 154+10.64 TO STA: 172+46.82)

C-5 PLAN SHEET (STA: 172+46.82 TO STA: 190+62.46)

C-6 PLAN SHEET (STA: 190+62.46 TO STA: 209+00.66)

C-7 PLAN SHEET (STA: 209+00.66 TO STA: 227+09.01)

C-8 PLAN SHEET (STA: 227+09.01 TO STA: 245+22.47)

C-9 PLAN SHEET (STA: 245+22.47 TO STA: 263+37.59)

C-10 PLAN SHEET (STA: 263+37.59 TO END)

C-11 DIRECTIONAL BORE PROFILES

C-12 DIRECTIONAL BORE PROFILES

C-13 DIRECTIONAL BORE PROFILES

C-14 DIRECTIONAL BORE PROFILES

C-15 DIRECTIONAL BORE PROFILES

C-16 DIRECTIONAL BORE PROFILES

C-17 DIRECTIONAL BORE PROFILES

C-18 CROSSING DETAILS

V I C I N I T Y M A P 1" = 2000'

CLIFF.KELSEY@LEESBURGFLORIDA.GOV

MSCULLION@HALFF.COM

Call 811 or www.sunshine 811.com two full business days before digging to have utilities located and marked.

Check positive response codes before you dig!

902 North Sinclair Ave.

Certificate of Authorization Number: 33380

Fax: 352.343.8495 Office: 352.343.8481

Tavares, Florida 32778

DISTRICT 4

-0

8-

, 9

0% R

E V

IE

W

S E

T (N

O T

FO

R

C O

N S

TR

U

C

TI

O N

U N

TI

L

C O

N

FO

R M

E D

US 27 WATER MAIN EXTENSION

COUNTY ROAD 48 TO MIDDLESEX ROAD

AutoCAD SHX Text

ISSUE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text N

SHEET 1, PANEL A

SHEET 1, PANEL B SHEET 2, PANEL A SHEET 2, PANEL B SHEET 3, PANEL A SHEET 3, PANEL B SHEET 4, PANEL A

SHEET 4, PANEL B

SHEET 5, PANEL A

SHEET 5, PANEL B

SHEET 6, PANEL A

SHEET 6, PANEL B

SHEET 7, PANEL A SHEET 7, PANEL B SHEET 8, PANEL A SHEET 8, PANEL B SHEET 9, PANEL A SHEET 9, PANEL B SHEET 10, PANEL A SHEET 10, PANEL B

K E

Y M

A P

G

E N

E R

A L

N O

TE

S

Sheet G-1

047549.001

Michael C. Scullion, P.E.

Registered Eng 70753

MCS

CLM

CLM

DECEMBER 2023

JOB NO.:

CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME:

1 2 3 4 5 6 7 8

D A

TE

R

E V

IS

IO

N

C

IT

Y O

F

LE

E S

B U

R G

, F

LO

R

ID

A

1. ALL CONSTRUCTION SHALL CONFORM TO LAKE COUNTY, 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

PROPERTY BOUNDS. IF PERMITTED BY THE OWNER, SPOIL AREAS SHALL BE AS INDICATED

ON THE DRAWINGS.

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 OR SEWER SERVICE CONNECTIONS, INTERRUPTIONS OR RELOCATIONS SHALL

BE COORDINATED IN ADVANCE WITH FIELD REPRESENTATIVES OF CITY OF LEESBURG.

13. CONTRACTOR SHALL CONNECT ALL EXISTING WATER SERVICES, EXISTING METER BOXES,

AND BACK FLOW PREVENTERS TO PROPOSED WATER MAIN.

14. ALL PIPING AND/OR APPURTENANCES CONNECTING TO ADJACENT CONSTRUCTION SHALL

BE PLUGGED IF ADJACENT WORK HAS NOT BEEN COMPLETED.

15. 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.

16. 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.

17. 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.

18. 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.

19. 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, LATEST EDITIONS. CONTRACTOR

SHALL PROVIDE TO FDOT PROPOSED MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE

WITH FDOT STANDARD PLANS 102-600, 102-601, AND 102-604 PRIOR TO CONSTRUCTION.

20. CONTRACTOR SHALL FOLLOW FDOT STANDARD PLANS 102-660 FOR PEDESTRIAN CONTROL

ASSOCIATED WITH THE PROPOSED CLOSURE AND CONSTRUCTION OF SIDEWALK.

CONTRACTOR SHALL PROVIDE TO FDOT PROPOSED PEDESTRIAN TRAFFIC CONTROL PLAN

PRIOR TO CONSTRUCTION.

21. WITHIN SR RIGHT OF WAY, ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN

COMPLIANCE WITH THE 2023-2024 STANDARD PLANS, 2023-2024 STANDARD SPECIFICATIONS

AND 2017 UTILITY ACCOMMODATION MANUAL.

22. ALL PROPOSED CURBS AND CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH

FDOT STANDARD PLANS 520-001 AND 522-002, RESPECTIVELY.

23. 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.

24. 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.

25. 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.

26. CONTRACTOR TO SUBMIT COPIES OF ALL TESTING REPORTS TO THE OWNER AND ENGINEER

FOR ACCEPTANCE AND CERTIFICATION.

27. EARTHWORK, PAVEMENT AND CONCRETE CONSTRUCTION NOT SPECIFICALLY ADDRESSED

BY THE CITY LDC, SHALL BE CURRENT FISCAL YEAR 2023-2024 FLORIDA DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

https://www.fdot.gov/design/standardplans/current/default.shtm.

28. 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.

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

PERSONNEL.

30. 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.

31. CONTRACTOR SHALL PIG ALL LINES PRIOR TO SERVICE.

32. ALL PIPE SHALL BEAR THE "NSF" SEAL FOR POTABLE WATER.

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

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

RESTRAINED IN ACCORDANCE WITH THE ATTACHED THRUST RESTRAINT TABLE.

35. WATER MAINS SHALL BE PVC CONFORMING TO AWWA C-900, DR 18 FOR PIPE SIZES 4" OR

LARGER, PIPES 3" OR SMALLER SHALL BE POLY TUBING. ALL COUPLINGS COMPOUNDS,

SOLVENTS, LUBRICANTS, AND PIPE PREPARATION, SHALL BE IN ACCORDANCE WITH THE

PIPE MANUFACTURER'S LATEST RECOMMENDATIONS.

36. WATER MAINS CROSSING UNDERNEATH ROADWAYS SHALL BE INSTALLED VIA DIRECTIONAL

BORE AND SHALL BE CONSTRUCTED OF PE 4710, SDR 11. DIRECTIONAL BORES WITHIN FDOT

RIGHT OF WAY SHALL CONFORM TO THE SPECIFICATIONS OUTLINED IN SECTION 3.16.9 OF

THE 2017 FDOT UTILITY ACCOMMODATION MANUAL (UAM).

37. ALL PROPOSED PIPE UNDER ASPHALT ROADWAY SHALL BE DUCTILE IRON, EXCEPT

DIRECTIONAL BORES.

38. CONTRACTOR SHALL PROVIDE TEMPORARY THRUST RESTRAINT, BRACING, TEST PLUGS

AND/OR OTHER DEVICES NECESSARY TO SUCCESSFULLY COMPLETE PRESSURE TESTING OF

ALL PRESSURE PIPING SYSTEMS.

39. 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.

40. AIR RELEASE VALVES SHALL BE PLACED AT HIGH POINTS OF THE TRANSMISSION MAIN TO

PERMIT ESCAPE OF TRAPPED AIR. THE VALVE SIZE, LOCATIONS AND METHOD OR

INSTALLATION SHALL BE INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER.

41. ALL NEW FIRE HYDRANTS TO BE EQUIPPED WITH STORZ FIRE DEPARTMENT CONNECTIONS

PER THE CITY OF LEESBURG MANUAL OF STANDARDS.

42. CONTRACTOR SHALL REMOVE FIRE HYDRANTS AND CAP EXISTING LINES.

43. NO EXISTING FIRE HYDRANTS TO BE REMOVED FROM SERVICE UNTIL SUCH TIME AS NEW

FIRE HYDRANTS HAVE BEEN PLACED ONLINE AND CLEARED FOR SERVICE.

44. UPON SYSTEM CLEARANCE, CONTRACTOR TO FLUSH ALL FIRE HYDRANTS FOR FLOW AND

PRESSURE, PAINT BONNETS APPROPRIATE COLOR BASED UPON FLOW TEST RESULTS, AND

PROVIDE WRITTEN REPORTS OF FLOW TESTS TO CITY UTILITY AND FIRE DEPARTMENTS.

CONTRACTOR SHALL COORDINATE THIS ACTIVITY WITH BOTH CITY DEPARTMENTS AND

COORDINATE THEIR AVAILABILITY TO WITNESS SAID TESTING.

GENERAL NOTES

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:

.3

.8

O ff ic e:

.3

.8

Ta va re s, F lo ri d a

US 27 Watermain B

LEGEND

SANITARY SEWER LINE

CROSSING CONFLICT

STORM DRAIN LINE

CROSSING CONFLICT

GAS LINE CROSSING

CONFLICT

*INSTALL CONFLICT CROSSING,

PER LEESBURG DETAIL G-3, W-17

AT ALL MARKED CONFLICT AREAS

WATER LINE CROSSING

CONFLICTWM

SD

GAS

SAN

U S

W A

TE

R

M A

IN

IN

S

TA

LL

A

TI

O

N C

O U

N

TY

R O

A D

TO

M

ID

D

LE

S

E X

R O

A D

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text Scale: 1"=

AutoCAD SHX Text

AutoCAD SHX Text 600'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

R

D E

TA

IL

S

Sheet G-2

047549.001

Michael C. Scullion, P.E.

Registered Eng 70753

MCS

CLM

CLM

JOB NO.:

CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME:

1 2 3 4 5 6 7 8

D A

TE

R

E V

IS

IO

N

C

IT

Y O

F

LE

E S

B U

R G

, F

LO

R

ID

A

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:

.3

.8

O ff ic e:

.3

.8

Ta va re s, F lo ri d a

U S

W A

TE

R

M A

IN

IN

S

TA

LL

A

TI

O

N C

O U

N

TY

R O

A D

TO

M

ID

D

LE

S

E X

R O

A D

TYPICAL ASPHALT DRIVE SECTION 6" THICK CONCRETE DRIVE & PARKING

Detail G-3

City of Leesburg

Standard Details

UTILITY CONFLICT STANDARD DETAIL

FOR VERTICAL & HORIZONTAL SEPARATION

FILL, FULL

EXCAVATABLE

M

I N

ELECTRIC

TELECOMMUNICATIONS

STORM

RECLAIMED

SEWAGE

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

TELECOMMUNICATIONS

STORM

RECLAIMED

SEWAGE

FORCE MAIN

GRAVITY

SEWER

SANITARY

POTABLE

WATER

PROPOSED UTILITY

WATER

MINIMUM VERTICAL 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

C

L

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

C

L

PIPE

EXISTING 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" MIN

C

L

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" MIN

C

L

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.)

P I P

E

O D

M

I N

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

City of Leesburg

Detail SW-1

Standard Details

REMOVED AFTER UPSLOPE AREA HAS BEEN STABILIZED BY SOD,

BEFORE SOD & SEEDING & MULCHING IS FINISHED

SILT DEPOSITS DURING CONSTRUCTION. THIS SHALL BE DONE

PROTECT SWALE BOTTOM FROM SEALING BY EXCAVATING ALL

PROTECT SYSTEM FROM SILTING AND DEBRIS BY METHODS

CONSTRUCT STORMWATER SYSTEMS BEFORE ANY BUILDING OR

TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE COORDINATED WITH PERMANENT MEASURES TO ASSURE ECONOMICAL, PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT THE EARLIEST PRACTICAL TIME CONSISTENT

WITH GOOD CONSTRUCTION PRACTICES. ONE OF THE FIRST CONSTRUCTION ACTIVITIES SHOULD BE THE PLACEMENT OF PERMANENT

AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AROUND THE PERIMETER OF THE PROJECT OR THE INITIAL WORK

AREA TO PROTECT THE PROJECT, ADJACENT PROPERTIES AND WATER RESOURCES.

EFFECTIVE AND CONTINUOUS CONTROL THROUGHOUT THE CONSTRUCTION PHASE. TEMPORARY MEASURES SHALL NOT BE

CONSTRUCTED FOR EXPEDIENCY IN LIEU OF PERMANENT MEASURES.

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE ADEQUATELY MAINTAINED TO PERFORM THEIR INTENDED FUNCTION DURING

NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPLISHED PROMPTLY.

SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION

REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.

MATERIAL FROM SEDIMENT TRAPS SHALL NOT BE STOCKPILED OR DISPOSED OF IN A MANNER WHICH MAKES THEM READILY

SUSCEPTIBLE TO BEING WASHED INTO ANY WATERCOURSE BY RUNOFF OR HIGH WATER.

ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE BARRIERS ARE NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM

THE FOLLOWING LIST REPRESENTS A BASIC EROSION AND SEDIMENT CONTROL PROGRAM WHICH IS TO BE IMPLEMENTED TO HELP PREVENT

OFF-SITE SEDIMENTATION DURING AND AFTER CONSTRUCTION OF THE PROJECT.

SILT FENCE DETAIL

TO THE EXISTING GRADE, PREPARED AND SEEDED.

PROVIDED IN DETAILS.

ROAD CONSTRUCTION IS STARTED.

OR COMPACTED AS DETERMINED BY CONTRACTOR.

b.)

a.)

2.

NOT TO SCALE

OR AREAS ON-SITE WHERE UNSTABILIZED GRADES MAY CAUSE

EROSION PROBLEMS. EROSION CONTROL STRUCTURE MAY BE

DURING CONSTRUCTION AT AREAS DESIGNATED BY ENGINEER

TEMPORARY EROSION CONTROL STRUCTURE TO BE UTILIZED

NOTES:

1.

F

I L

T

E

R

E

D

R

U

N

O

F

F

EXISTING

GROUND

, 6' O.C. (MAX.)

F.D.O.T. INDEX #102. FILTER FABRIC IN ACCORDANCE WITH

SECTION 985 OF THE F.D.O.T. STANDARD SPECIFICATIONS.

MIRAFI SILT FENCE OR EQUAL,

SEDIMENTATION CONTROL

FILTER FABRIC, SILT FENCE

1 1/2" SQ. WOOD POST2-

12" MIN.

SILT FENCE TO BE TRENCHED

S

E

D

I M

E

N

T

R

U

N

O

F

F

L

A

D

E

N

THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL

REQUIRED PERMITS,

3.

TO A DEPTH OF 8" MINIMUM

SUCH CONDITIONS SHALL BE EVALUATED BY CITY OF LEESBURG

REPRESENTATIVE.

CONDITIONS EXIST THAT RENDER TRENCHING IMPRACTICAL.

TRENCHING OF SILT FENCE IS REQUIRED UNLESS ADVERSE4.

SHALL BE A MINIMUM OF 3 FEET APART.

AREAS WHERE A DOUBLE FENCE IS REQUIRED THE FENCING5.

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.

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"

(NOTE: 1. METERS TO BE INSTALLED BY CITY OF LEESBURG.

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

I N

36" MAX.

30' MIN.

FINAL GRADE

PLAN

W/ CAST IRON READER LID

METER COUPLINGS.

METER W/ BRASS

SET TO FINISH GRADE

PLASTIC METER BOX

PROVIDED BY THE CITY OF LEESBURG

SADDLE

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.

18" MIN.

FORD DOUBLE STRAP

R I G

H T

O

F W

A Y

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

BY MANUFACTURER.

2. SERVICE LINE DEFLECTIONS SHALL NOT EXCEED 75% OF THAT RECOMMEMDED

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.)

ADAPTER (TYP.)

PROVIDED BY CONTRACTOR

ADAPTER (TYP.)

THE CITY OF LEESBURG.)

(TO BE INSTALLED BY

R I G

H T

O

F W

A Y

12"

MIN. DOUBLE THAT OF THE

OUTSIDE DIAMETER OF THE

SERVICE LINE AND SHALL

EXISTING

ROADWAY

ADAPTER (TYP.)

PROVIDED BY CONTRACTOR

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

NOTE: CONTRACTOR SHALL ENSURE ARV'S ARE

INSTALLED AT ALL HIGH POINTS ALONG THE

PROPOSED WATER MAIN AT THE APPROXIMATE

LOCATIONS SHOWN ON THE PLANS

Cover Sheet, General notes, and Details B

DECEMBER 2023

AutoCAD SHX Text R

AutoCAD SHX Text

8" LIMEROCK BASE, PRIMED

AutoCAD SHX Text A.A.S.H.T.O. T-180

AutoCAD SHX Text

(2 LIFTS) 98% MAX. DENSITY,

AutoCAD SHX Text L.B.R.- 40

AutoCAD SHX Text

DENSITY A.A.S.H.T.O. T-180,

AutoCAD SHX Text

COMPACTED TO 98% MAX.

AutoCAD SHX Text

12" STABILIZED SUBGRADE

AutoCAD SHX Text

1.5" MIN. TYPE SP-9.5 ASPHALT

AutoCAD SHX Text 6"

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

6"-3,000# CONC.

AutoCAD SHX Text w/ FIBERMESH

AutoCAD SHX Text

EXPANSION JOINT NOTE:

AutoCAD SHX Text

1/2" BITUMINOUS COATED EXPANSION JOINT MATERIAL

AutoCAD SHX Text

TO BE USED AT ALL CURBS AND SIDEWALKS.

AutoCAD SHX Text LONGITUDINAL CENTER JOINT @ 10' O.C., AND TRANSVERSE CONTRACTION JOINTS @ 20' O.C.

AutoCAD SHX Text

1/2" EXPANSION JOINTS 60' O.C. OR EVERY 3RD. TRANSVERSE JOINT TO BE AN EXPANSION

AutoCAD SHX Text

JOINT.

AutoCAD SHX Text

10" SUBGRADE

AutoCAD SHX Text

COMPACTED TO 98%

AutoCAD SHX Text

AASHTO T-180

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CONSTRUCTION OF THE PROJECT.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 12"

TA

IL

S

Sheet G-3

047549.001

Michael C. Scullion, P.E.

Registered Eng 70753

MCS

CLM

CLM

DECEMBER 2023

JOB NO.:

CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME:

1 2 3 4 5 6 7 8

D A

TE

R

E V

IS

IO

N

C

IT

Y O

F

LE

E S

B U

R G

, F

LO

R

ID

A

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:

.3

.8

O ff ic e:

.3

.8

Ta va re s, F lo ri d a

SANITARY PRECAST MANHOLE DETAIL

ALTERNATE-PRECAST MANHOLE TOPS

1. APPROVED CONCENTRIC CONE DESIGN MAY

2. APPROVED FLAT SLAB TOP MAY BE USED AS

2. DROP PIPE AND FITTINGS SHALL BE EQUAL IN SIZE TO

TONGUE AND GROOVE JOINT

TYPICAL DETAIL

PRE-PRIMED

JOINT SURFACES

1. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT

- MANHOLE NOTES -

OF INFLUENT SEWER IS 24" OR MORE ABOVE THE

INVERT OF THE MANHOLE.

THE INFLUENT SEWER

CEMENT TYPE II, 4000 PSI

CONCRETE @ 28 DAYS

MANUFACTURED IN ACCORDANCE

WITH ASTM C478 LATEST REV.

BENCHING

48" INSIDE DIAMETER

#4 REBAR @ 9" ON CENTER

BOTH WAYS

(TROWEL FINISH)

BE USED AS AN ALTERNATE.

AN ALTERNATE (6"MIN. THICKNESS).

11"

6"

5.83'

11"

PIPE INVERT

ELEVATION

V A

R I E

S

6"

CONCRETE FILL

(2) COATS OF KOPPERS

BITUMASTIC 300M OR

APPROVED EQUAL

SEE JOINT

INSIDE

DETAIL

(2) COATS OF KOPPERS

BLACK SOLUTION OR

APPROVED EQUAL

OUTSIDE

RIM

NON-SHRINK MORTAR/GROUT

V A

R I E

S

5" MIN.

V A

R I E

S

MANHOLE FRAME & COVER SHALL BE

No. 170-E AS MANUFACTURED BY

U.S. FOUNDRY & MANUFACTURING

OR APPROVED EQUAL.

12" MAX, 6" MIN.

SET COVERS FLUSH IN ASPHALT PAVED AREAS,

3" ABOVE GRADE IN UNPAVED AREAS.

F

T

/4

/F

T

Detail S-1

NOT TO SCALE

2 COURSES OF

BRICK MIN.,

4 COURSES OF

BRICK MAX.

City of Leesburg

Standard Details

2' MIN.

OR APPROVED

EQUAL

4. LONGITUDINAL AND CIRCUMFRIENTIAL REINFORCING STEEL

3. ALL PRECAST UNITS SHALL BE LAID UP PLUMB AND LEVEL.

SHALL BE IN ACCORDANCE WITH ASTM C478.

M

I N

No. 57 STONE

COMPACTED

SUBGRADE

BETWEEN PIPES WITH DIFFERENT

FOR SMOOTH FLOWS.

SPILLWAYS SHALL BE CONSTRUCTED

INVERT ELEVATIONS PROVIDING

NOTE:

5. MANHOLES SHALL NOT EXCEED A DEPTH OF 20'.

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

V E

R T

I C

A L

T R

E N

C H

W

A L

L S

M

I N

I M

U M

T R

E N

H

W

L

L S

T O

B

A

S

V

E R

T I C

A L

S

P

S

S I B

L E

COMPACTED

GRANULAR

BEDDING

MATERIAL

CLASS "A" BEDDING

SPECIAL CONDITIONS

Bd

M

I N

I M

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

B c

BEDDING AND BACKFILL COMPACTION

DENSITY TO 95% MODIFIED PROCTOR

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

12" MAX 12" MAX

M

I N

I M

U M

M I N

B E

D D

I N

G B

A C

K F

I L

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

NOT TO SCALE

BELL RESTRAINT DETAILS

RUN

B R

A N

C H

45° BEND

11.25° BEND

TEE

LARGER MAIN

SMALLER 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.

L

J

I

N

T

I

N

T

I

N

T

S

5 BELL JOINTS

5 BELL JOINTS

3 BELL JOINTS

B

E L L

J O

I N

T S

5 BELL JOINTS

3 BELL JOINTS

B

E L L J

O

IN

T S

B

E L L J

O

IN

T

I N

T

I N

T

I

N

T

S

MEGA LUG

MEGA LUG

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.

FOR DRIVEWAYS and PARKING AREAS

1'-6"

6x6-6/6WWF.

METHOD CONSISTING OF

BASE OR ALTERNATE

M I N

EXISTING BASE (T)

REPLACEMENT

SURFACE

+2'

W

SURFACE JOINT

TRENCH WIDTH

T

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 CUT

SAW CUT

12"

SURFACE JOINT

MIN

PER FDOT SPECIFICATIONS

1 1/2" STRUCTURAL COURSE SP 9.5

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

U S

W A

TE

R

M A

IN

IN

S

TA

LL

A

TI

O

N C

O U

N

TY

R O

A D

TO

M

ID

D

LE

S

E X

R O

A D

Cover Sheet, General notes, and Details B

5'

AutoCAD SHX Text R

AutoCAD SHX Text

SAMPLE TAP IN MANHOLE DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

1" BALL VALVE (TYP.)

AutoCAD SHX Text

DOUBLE SADDLE STRAP (TYP.)

AutoCAD SHX Text

CONCRETE SUPPORT

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

1" GOOSENECK PIPE FOR SAMPLING (TYP.)

AutoCAD SHX Text

PRE-MOLDED PLASTIC

AutoCAD SHX Text

RAM-NEK

AutoCAD SHX Text

JOINT SEALER WITH

AutoCAD SHX Text

PLASTIC WRAPPER

AutoCAD SHX Text

(WRAPPER TO BE

AutoCAD SHX Text

REMOVED)

AutoCAD SHX Text

COMPLETED

AutoCAD SHX Text

JOINT WITH

AutoCAD SHX Text

SQUEEZE OUT

AutoCAD SHX Text 7"

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text Y

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TA

IL

S

Sheet G-4

047549.001

Michael C. Scullion, P.E.

Registered Eng 70753

MCS

CLM

CLM

JOB NO.:

CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME:

1 2 3 4 5 6 7 8

D A

TE

R

E V

IS

IO

N C

IT

Y

O F

LE

E

S B

U R

G , F

LO

R

ID

A

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:

.3

.8

O ff ic e:

.3

.8

Ta va re s, F lo ri d a

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

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

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

I N

CAST IRON

10 GA COPPER ARMOURED

POLYGUARD TRACKING

WATER MAIN

TRACKING WIRE

MECHANICAL JOINT GATE

VALVE RESILIENT SEALED

D E

P T

H

O

F

C

O V

V

R

I E

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

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 BOX

OPEN

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,

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.)

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

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

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

TO ALLOW FOR ELEVATION ADJUSTMENTS.

Detail W-11

PAINT TO HYDRANT BARREL.

SPECIFICATIONS

WITH PUMPER NOZZLES

HYDRANT TO BE PLACED

FACING STREET

6' MIN.

9' MAX.

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

I N

CURB

B A

K

F

C

U R

B

O

R

UNDISTURBED SOIL

OF CONCRETE

BE KEPT FREE

WEEP HOLE TO

CONC. THRUST BLOCK

CONC. THRUST BLOCK

FORMED 1/2 YARD

GRADE LOK OR EQUAL

CAST IRON HYDRANT CONNECTOR.

MECHANICAL JOINT X SWIVEL

E D

G

F

P

A V

E M

E N

T

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

NOT TO SCALE

Detail W-12

FIRE HYDRANT

R W

E O

P

C L

E O

P

R W

FIRE HYDRANT REFLECTOR DETAIL

ASSEMBLY

DISTANCE EITHER SIDE OF

WITH THE CENTER OF FIRE HYDRANT, 2' MAXIMUM

DRIVING LANE IN FRONT OF HYDRANT IN LINE

BLUE REFLECTOR IN CENTER OF

City of Leesburg

Standard Details

WATER

FIRE HYDRANT

M

A X

ON THE FIRE HYDRANT FOR LOCATION / IDENTIFICATION PURPOSES.

SHALL HAVE A 60" INDICATOR / REFLECTOR PLACED BEHIND FIRE HYDRANT, OR HAVE A REFLECTIVE COLLAR

1. HYDRANTS LOCATED BEYOND THE REQUIRED 9' AS SPICIFIED IN C.O.L. CONSTRUCTION SPECIFICATION 10.32, *NOTE:

W A

T E

R

M

A I N

U S

W A

TE

R

M A

IN

IN

S

TA

LL

A

TI

O

N C

O U

N

TY

R O

A D

TO

M

ID

D

LE

S

E X

R O

A D

Cover Sheet, General notes, and Details B

NOTE: ONLY TO BE USED AS

SHOWN ON THE DRAWINGS

OR AS APPROVED BY THE CITY

DECEMBER 2023

AutoCAD SHX Text R

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text 5.

AutoCAD SHX Text 6.

AutoCAD SHX Text 7.

AutoCAD SHX Text 8.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

MA

MA

78.48 78.78

78.71

78.86

78.95 78.55

78.49

77.70

77.84

78.16

78.34

78.36

PC

PC

100+00

101+00

102+00

103+00

104+00

105+00

106+00

107+00

108+00

B P

: 1

.0

P T:

.9

L=51.97' R=5761.65' ∆=0°31'01" T=25.99'

CH=51.97'

CB=N10°36'15"W

US HIGHWAY 27

BEGIN POINT=100+00.00

N:1605509.9968 E:375197.8119

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

SD

GAS

GAS

SAN

WMGAS

WM

81.73

81.80 81.39

81.80

81.4380.98

109+00

110+00

111+00

112+00

113+00

114+00

115+00

116+00

117+00

118+00

WM

WM

WM

WM

WM

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 M

WM

WM

WM

WM

WM

GAS

GAS

GAS

SAN

SAN

P

LA

N S

H E

E T

Sheet C-1

047549.001

Michael C. Scullion, P.E.

Registered Eng 70753

MCS

CLM

CLM

JOB NO.:

CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME:

1 2 3 4 5 6 7 8

D A

TE

R

E V

IS

IO

N

C

IT

Y O

F

LE

E S

B U

R G

, F

LO

R

ID

A

M A

TC

H

LI

N

E A

A

S

TA

: 1

.8 3)

M A

TC

H

LI

N

E B

B

S

TA

: 1

.8 3)

US 27

US 27

US 27

US 27

C R

C R

M A

TC

H

LI

N

E A

A

S

TA

: 1

.8 3)

UNITED

SOUTHERN BANK

CAUTION: GAS LINE IN THIS AREA. DIG WITH CARE.

US SR 27 BASELINE

EXISTING RIGHT

OF WAY (TYP.)

FIRST NATIONAL BANK

OF MOUNT DORA

DOLLAR TREE

US SR 27 BASELINE

EXISTING RIGHT

OF WAY (TYP.)

PROPOSED 12"

PVC WATER MAIN

STA: 103+80.04, 72.00' RT

PROPOSED END OF

DIRECTIONAL BORE

TRANSITION FROM 14"

HDPE TO 12" PVC

STA: 102+73.54, 72.00' RT

PROPOSED START OF

DIRECTIONAL BORE

TRANSITION FROM 12" PVC

TO 14" HDPE

28.0'

28.0'

20.0'

STA: 101+62.15, 80.00' RT

PROPOSED END OF

DIRECTIONAL BORE

TRANSITION FROM 14"

HDPE TO 12" PVC

PROPOSED 12"

PVC WATER MAIN

STA: 110+74.45, 71.20' RT

PROPOSED END OF

DIRECTIONAL BORE FROM

14" HDPE TO 12" PVCSTA: 108+68.54, 72.00' RT

PROPOSED START OF

DIRECTIONAL BORE FROM

12" PVC TO 14" HDPE

STA: 116+72.62, 68.10' RT

PROPOSED END OF

DIRECTIONAL BORE FROM 14"

HDPE TO 12" PVC

STA: 114+80.86, 68.10' RT

PROPOSED START OF

DIRECTIONAL BORE FROM

12" PVC TO 14" HDPE

PUBLIX

STA: 108+54.13, 72.00' RT

PROPOSED 12" GATE VALVE

w/VALVE BOX AND COLLAR

STA: 113+86.96, 68.10' RT

PROPOSED 12" GATE VALVE

w/VALVE BOX AND COLLAR

STA: 103+84.16, 72.00' RT

PROPOSED 12" GATE VALVE

w/VALVE BOX AND COLLAR

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:

.3

.8

O ff ic e:

.3

.8

Ta va re s, F lo ri d a

PROPOSED ±112 LF

DIRECTIONAL BORE, 14"

PE 4710, SDR 11 HDPE

(SHEET C-11, BORE 2)

STA: 101+76.25, 76.01' RT

PROPOSED 12" 45° BENDS (2)

EXISTING EDGE

OF PAVEMENT

(TYP.)

12.1'

PROPOSED ±206 LF

DIRECTIONAL BORE, 14"

PE 4710, SDR 11 HDPE

(SHEET C-11, BORE 3)

PROPOSED ±192 LF

DIRECTIONAL BORE, 14"

PE 4710, SDR 11 HDPE

(SHEET C-11, BORE 4)

19.4'

17.9'

21.2'

EXISTING EDGE

OF PAVEMENT

(TYP.)

PROPOSED ±152 LF

DIRECTIONAL BORE, 14"

PE 4710, SDR 11 HDPE

(SHEET C-11, BORE 1)

REFER TO SHEET C-18

FOR DETAILS

EXISTING FIRE HYDRANT

EXISTING FIRE HYDRANT

POPEYE'S KITCHEN

US 27 Watermain B

STA: 108+53.23, 103.68' RT

PROPOSED 12" x 10" TEE, 10" GATE

VALVE AND CONNECTION TO EXISTING

10" PVC WATER MAIN VIA CUT-IN

STA: 113+84.61, 102.45' RT

PROPOSED 12" x 8" TEE, 8" GATE VALVE

AND CONNECTION TO EXISTING 8" PVC

WATER MAIN VIA CUT-IN

STA: 114+76.68, 94.05' RT

PROPOSED 6" 45° BENDS (2)

STA: 114+73.44, 68.10' RT

INSTALL:

1 - 12" x 6" TEE

1 - 6" GATE VALVE

LEGEND

SANITARY SEWER LINE

CROSSING CONFLICT

STORM DRAIN LINE

CROSSING CONFLICT

GAS LINE CROSSING

CONFLICT

*INSTALL CONFLICT CROSSING,

PER LEESBURG DETAIL G-3, W-17

AT ALL MARKED CONFLICT AREAS

WATER LINE CROSSING

CONFLICTWM

SD

GAS

SAN

LEGEND

SANITARY SEWER LINE

CROSSING CONFLICT

STORM DRAIN LINE

CROSSING CONFLICT

GAS LINE CROSSING

CONFLICT

*INSTALL CONFLICT CROSSING,

PER LEESBURG DETAIL G-3, W-17

AT ALL MARKED CONFLICT AREAS

WATER LINE CROSSING

CONFLICTWM

SD

GAS

SAN

U S

W A

TE

R

M A

IN

IN

S

TA

LL

A

TI

O

N C

O U

N

TY

R O

A D

TO

M

ID

D

LE

S

E X

R O

A D

CAUTION: GAS LINE IN THIS AREA. DIG WITH CARE.

STA: ±106+56.86, 72.00' RT

PROPOSED 2" AIR

RELEASE VALVE

EXISTING 8" PVC

WATER MAIN

EXISTING 8" PVC

WATER MAIN

EXISTING 6" WATER MAIN

EXISTING 10" PVC

WATER MAIN

EXISTING 10" PVC

WATER MAIN

10.4'

PROPOSED 10"

PVC WATER MAIN

PROPOSED 8"

PVC WATER MAIN

PROPOSED 6"

PVC WATER MAIN

3.0'

STA: 115+68.54, 97.01' RT

CONNECTION TO EXISTING VIA 2"

WATER SERVICE

DECEMBER 2023

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text Scale: 1"=

AutoCAD SHX Text

AutoCAD SHX Text 30'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text Scale: 1"=

AutoCAD SHX Text

AutoCAD SHX Text 30'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

118+00

119+00

120+00

121+00

122+00

123+00

124+00

125+00

126+00

127+00

N10°20'44"W 5076.98'

" O

AK

" O

AK

" O

AK

" O

AK

" O

AK

" O

AK

" O

AK

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

SD

U

127+00

128+00

129+00

130+00

131+00

132+00

133+00

134+00

135+00

136+00

7" U

NK

NO

W N

6"

" 3 " 3

" Q

UA

D

CR

EP

E

M

YR

TL

E

5"

" 3 " 3

" Q

UA

D

CR

EP

E

M

YR

TL

E

4"

" 3 " 3

" Q

UA

D

CR

EP

E

M

YR

TL

E

4" U

NK

NO

W N

" U

NK

NO

W N

" U

NK

NO

W N

" U

NK

NO

W N

WM

WM

WM

WM

WM

WM

WM

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 M

WM

SD

GAS

SAN

US 27

US 27

US 27

US 27

M A

TC

H

LI

N

E B

B

S

TA

: 1

.8 3)

M A

TC

H

LI

N

E C

C

S

TA

: 1

.4 4)

M A

TC

H

LI

N

E C

C

S

TA

: 1

.4 4)

M A

TC

H

LI

N

E D

D

S

TA

: 1

.3 1)

P

LA

N S

H E

E T

Sheet C-2

047549.001

Michael C. Scullion, P.E.

Registered Eng 70753

MCS

CLM

CLM

JOB NO.:

CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME:

1 2 3 4 5 6 7 8

D A

TE

R

E V

IS

IO

N

C

IT

Y O

F

LE

E S

B U

R G

, F

LO

R

ID

A

TH@T COMPANY

INTERNATIONAL

MARKETING COMPANY

AEGIS

MEDICAL

GROUP

COMMANDER

CENTER PLAZA

MACINNIS

DERMATOLOGY

C O

M M

A N

D E

R R

D

STA: 121+25.07, 68.08' RT

PROPOSED START OF

DIRECTIONAL BORE

TRANSITION FROM 12" PVC

TO 14" HDPE

US SR 27 BASELINE

EXISTING RIGHT

OF WAY (TYP.)

PROPOSED 12"

PVC WATER MAIN

STA: 122+87.91, 68.07' RT

PROPOSED END OF

DIRECTIONAL BORE

TRANSITION FROM 14"

HDPE TO 12" PVC

US SR 27 BASELINE

EXISTING RIGHT

OF WAY (TYP.)

PROPOSED 12"

PVC WATER MAIN

STA: 127+95.07, 58.22' RT

PROPOSED END OF

DIRECTIONAL BORE

TRANSITION FROM 14"

HDPE TO 12" PVC

STA: 126+74.19, 69.17' RT

PROPOSED START OF

DIRECTIONAL BORE

TRANSITION FROM 12" PVC

TO 14" HDPE

STA: 118+80.97, 68.09' RT

PROPOSED START OF

DIRECTIONAL BORE TRANSITION

FROM 12" PVC TO 14" HDPE

STA: 119+72.24, 68.08' RT

PROPOSED END OF DIRECTIONAL BORE

TRANSITION FROM 14" HDPE TO 12" PVC

25.0'

41.9'

31.9'

32.1'

CLEAN AS A WHISTLE

CAR WASH

STA: 128+55.48, 58.13' RT

PROPOSED 12" GATE VALVE

w/VALVE BOX AND COLLAR

STA: 133+2.07, 58.11' RT

PROPOSED 12" GATE VALVE

w/VALVE BOX AND COLLAR

STA: 118+76.34, 68.07' RT

INSTALL:

1 - 12" GATE VALVE w/VALVE

BOX AND COLLAR

1 - FIRE…