Downey-Frankel_WM_BID_Drawings.pdf

PDF 6 MB Posted Jul 7, 2023

Attached to: Lake Downey Drive and Frankel Street Water Main Extension
Solicitation number: Y23-795
Issued by: Orange County, Orlando City, Florida

About this file

Written by GovTribe AI · Jun 27, 2025

The file contains construction drawings for the Lake Downey Drive and Frankel Street Water Main Extensions project by Orange County Utilities in Orlando, Florida. The project involves constructing water main extensions along Lake Downey Drive and Frankel Street, with detailed plan sheets showing approximately 1,800 linear feet of 4-inch and 8-inch PVC water mains, including three fire hydrant assemblies, multiple water service connections, valves, bends, and related infrastructure. The drawings are dated June 2023 and prepared by Barnes, Ferland and Associates, Inc., with Erin J. Giblin, P.E. as the Engineer of Record.

The project's estimated cost is $1,149,585.00, with electronic bid submissions due by 4:00 pm EST on Thursday, August 31, 2023, through the ProcureNow OpenGov e-Procurement Platform. The water main extension work includes installing water mains, service connections, fire hydrants, valves, and associated roadway restoration. The project is located in Orange County's District 5 and involves work on Lake Downey Drive and Frankel Street, with specific construction details for pipe bedding, trenching, valve installations, and service connections outlined in the standard drawings. The bid documents provide comprehensive technical specifications, construction methods, and standard details for water infrastructure installation.

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Other files

File	Type	Posted
Lake_Downey_Drive_and_Frankel_Street_Water_Main_Extension_(Addendum_#2_Revision).pdf	PDF	Aug 22, 2023
Downey-Frankel_WM_Ext_-_BID_Technical_Specifications.pdf	PDF	Jul 7, 2023
Downey-Frankel_WM_Ext_-_Equipment_Warranties_and_Spare_Parts.pdf	PDF	Jul 7, 2023

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ATTENTION IS DIRECTED TO THE FACT THAT THESE

PLANS MAY HAVE BEEN REDUCED IN SIZE BY

REPRODUCTION. THIS MUST BE CONSIDERED WHEN

OBTAINING SCALED DATA. DIMENSION INFORMATION

SHOULD NOT BE OBTAINED BY SCALING THE PLANS.

CALL 48 HOURS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

Know what's below.

Call before you dig.

Thursday, March 23, 2023 4:40:15 PM F:\CIVIL\PROJECTS\2020\2020-27 OCU Utilities Continuing Engineering Services\2020-27.4 Lk Downey Drive-Frankel Street WM\5.0 Drawings\2020-27-04 LK Downey-Frankel G-01.dwg

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

UTILITIES DIRECTOR: ED TORRES, M.S., P.E., LEED AP

COUNTY ADMINISTRATOR: BYRON W. BROOKS, A.I.C.P.

DISTRICT 6: COMMISSIONER MICHAEL "MIKE" SCOTT

DISTRICT 5: COMMISSIONER EMILY BONILLA

DISTRICT 4: COMMISSIONER MARIBEL GOMEZ CORDERO

DISTRICT 3: COMMISSIONER MAYRA URIBE

DISTRICT 2: COMMISSIONER CHRISTINE MOORE

DISTRICT 1: COMMISSIONER NICOLE H. WILSON

BOARD OF COUNTY COMMISSIONERS

JERRY L. DEMINGS

ORANGE COUNTY MAYOR

PROJECT SEQUENCE No.

CAPITAL PROJECT No.

VICINITY MAP

NTS

PREPARED BY:

LAKE DOWNEY DRIVE & FRANKEL STREET WATER MAIN

EXTENSIONS

CONSTRUCTION DRAWINGS FOR

DISTRICT 5

ENGINEER OF RECORD

FLORIDA REGISTRATION No.

66465

ERIN J. GIBLIN, P.E.

JUNE 2023 - BID DRAWINGS

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100, ORLANDO, FL 32803

PH: (407) 896-8608 ENGINEERING REGISTRY NO. 6899

1553-0028 WATER

99005JUNE

REF:NNNNN REFERENCE MADE TO AN APPLICABLE

SECTION(S) OF THE TECHNICAL

SPECIFICATIONS FOR THIS PROJECT.

UTILITY PIPE DESIGNATION

CI/ASCE 3802 SUBSURFACE UTILITY QUALITY LEVEL INDEX

1. QUALITY LEVEL A (QLA): UTILITY INFORMATION WHICH HAS BEEN VISUALLY VERIFIED, SURVEY LOCATED (BOTH HORIZONTALLY AND VERTICALLY) AND ACCURATELY REDUCED ONTO THE DRAWINGS. THIS IS

TYPICALLY SHOWN AS A HV VERIFICATION EXCAVATION HOLE.

2. QUALITY LEVEL B (QLB): UTILITY INFORMATION DERIVED BY MARKING THE APPROXIMATE SURFACE HORIZONTAL LOCATION OF UTILITY USING ELECTRONIC METHODS BY THE UTILITY OWNER. MARKINGS

BY UTILITY OWNERS ARE ASSUMED TO BE LOCATED BY ELECTRONIC METHODS AND SEPARATE

LOCATES WILL NOT BE PERFORMED BY THE ENGINEER. MARKING IS SUBSEQUENTLY FIELD SURVEY

LOCATED AND ACCURATELY REDUCED ONTO THE DRAWINGS.

3. QUALITY LEVEL C (QLC): UTILITY INFORMATION OBTAINED AS BELOW FOR QUALITY LEVEL D, PLOTTED TO CORRELATE WITH SURFACE UTILITY FEATURES WHICH HAVE BEEN FIELD VERIFIED, SURVEY

LOCATED AND ACCURATELY REDUCED ONTO THE DRAWINGS. INCLUDED IN THIS CATEGORY ARE

AERIAL UTILITY INFORMATION AND UTILITY DEPICTIONS, WHICH IN THE PROFESSIONAL OPINION OF THE

SUBSURFACE UTILITY ENGINEER, REPRESENT THE MOST PROBABLE APPROXIMATE HORIZONTAL

LOCATION, TYPE AND / OR EXISTENCE OF A UTILITY.

4. QUALITY LEVEL D (QLD): UTILITY INFORMATION PLOTTED ON THE DRAWING BASED SOLELY ON RECORD INFORMATION, INDIVIDUAL RECOLLECTIONS OR THE EXISTENCE OF UTILITY SERVICE. IT SHALL BE NOTED THAT ALL INFORMATION SHOWN (OTHER THAN AT TEST HOLE LOCATIONS, SEE QLA ABOVE) WITH REFERENCE TO A UTILITIES SIZE, CAPACITY, MATERIAL COMPOSITION, CONDITION OR SERVICE STATUS SHALL BE CONSIDERED QLD EVEN THOUGH THE UTILITY MAY BE PLOTTED AND LABELED QLC

OR QLB.

NOTE: THIS DRAWING WAS PREPARED IN CONFORMANCE WITH ASCE STANDARD CE/ASCE 38-02 "AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF

EXISTING SUBSURFACE UTILITY DATA"

REMOVE AND REPLACE

EXISTING CONCRETE SIDWALK/

REMOVE AND REPLACE

CONCRETE PAVER DRIVEWAY

EXISTING PIPE TO BE REMOVED

EXISTING PIPE TO BE ABANDONED

TAPPING SLEEVE AND VALVE

TEE

LINE STOP ASSEMBLY

VALVE (TYP)

SLEEVE

CAP

AIR RELEASE VALVE ASSEMBLY

LEGEND

FIRE HYDRANT ASSEMBLY

HDPE / DI ADAPTER

LOT LINE

EASEMENT LINE

EXISTING FENCE

EXISTING BURIED ELECTRIC

EXISTING GAS

EXISTING OVER HEAD UTILITY

EXISTING RECLAIMED WATER MAIN

EXISTING BURRIED TELEPHONE

EXISTING SANITARY SEWER

EXISTING WATER MAIN

EXISTING CABLE TV

EXISTING FIBER OPTIC CABLE

RIGHT OF WAY LINE

EXISTING FORCE MAIN

EXISTING IRRIGATION

LIGHT POLE

MAIL BOX (TYP)

POWER POLE

REDUCER

TEST HOLE (TH-1)

REMOVE AND REPLACE

GRAVEL / DIRT DRIVEWAY

IN PLACE (GROUT FILLED)

UNKNOWN ELEVATION OF

EXISTING UTILITY AS INDICATED

ON PROFILE SHEETS.

REMOVE AND REPLACE SIGNS

EXISTING STORM WATER PIPE

REMOVE AND REPLACE

CURB AND GUTTER

CONCRETE DRIVEWAY

ABBREVIATIONS

REMOVE AND REPLACE

EXISTING ASPHALT SURFACE

MILL AND RESURFACE

ASPHALT PAVEMENT

SAMPLE POINTSP- #

LEGEND, ABBREVIATIONS AND UTILITY

OWNER CONTACTS

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2020-27-04

JUNE

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JUNE 2023 - BID DRAWINGS

LAKE DOWNEY DRIVE & FRANKEL STREET WATER MAIN EXTENSIONORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

1 INCH OF DRAWING SCALE

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___AS NOTED SEE MARGIN

Thursday, March 23, 2023 2:40:39 PM F:\CIVIL\PROJECTS\2020\2020-27 OCU Utilities Continuing Engineering Services\2020-27.4 Lk Downey Drive-Frankel Street WM\5.0 Drawings\2020-27-04 LK Downey-Frankel G-02.dwg

DESIGN ENGINEER

FLORIDA REGISTRATION No.

66465

ERIN J. GIBLIN, P.E.

THIS LINE REPRESENTS

ALTERED DRAWING SCALE

REPRODUCTION MAY HAVE

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100

ORLANDO, FL 32803

PH: (407) 896-8608

ENGINEERING REGISTRY NO. 6899

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INDEX OF DRAWINGS

SHT No DWG No Sheet Title

1 G-1 COVER SHEET

2 G-2 LEGEND, ABBREVIATIONS AND UTILITY OWNER CONTACTS

3 G-3 GENERAL NOTES

4 G-4 SUMMARY OF PAY ITEMS

5 C-1 KEY MAP

6 C-2 LAKE DOWNEY DRIVE PLAN AND PROFILE STA 50+00 TO STA 54+60

7 C-3 LAKE DOWNEY DRIVE PLAN AND PROFILE STA 54+60 TO 59+60

8 C-4 LAKE DOWNEY DRIVE PLAN AND PROFILE STA 59+60 TO STA 63+60

9 C-5 FRANKEL STREET PLAN AND PROFILE STA 10+00 TO STA 14+00

10 C-6 FRANKEL STREET PLAN AND PROFILE STA 14+00 TO STA 17+30

11 D-1 CONSTRUCTION DETAILS

12 D-2 CONSTRUCTION DETAILS

13 D-3 CONSTRUCTION DETAILS

14 D-4 CONSTRUCTION DETAILS

15 X-100 AS-BUILT ASSET ATTRIBUTE TABLES

16 X-101 AS-BUILT ASSET ATTRIBUTE TABLES

CONTRACT AND EXECUTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO ORANGE COUNTY.

OCU STANDARD GENERAL NOTES

1. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF INCLUDING, BUT NOT LIMITED TO; WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS, RECLAIMED WATER MAINS, ELECTRIC, GAS, CABLE TV, TELECOMMUNICATIONS, STORM WATER, FIBER OPTIC AND OTHER UNDERGROUND FACILITIES. MAIN LOCATIONS SHOWN ON PLANS MAY NOT BE EXACT. THE CONTRACTOR IS

RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS.

2. SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OCU DISPATCH OPERATOR (407-836-2777) AND THE

OCU INSPECTOR.

3. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION INSPECTION SECTION, FIELD SERVICES DIVISION AT LEAST 10 CALENDAR DAYS

PRIOR TO COMMENCEMENT OF THE CONSTRUCTION PROJECT BY CALLING (407) 254-9798.

4. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION INSPECTOR IN ACCORDANCE WITH TABLE 4110-1 "UTILITIES' SCHEDULE OF NOTIFICATIONS OF INSPECTIONS", ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL.

5. THE MATERIALS, PRODUCTS, AND CONSTRUCTION OF ALL UTILITIES CONNECTING TO THE OCU SYSTEM SHALL BE IN CONFORMANCE WITH THE

STANDARDS, CONSTRUCTION SPECIFICATIONS, AND APPENDIX D IN THIS MANUAL.

6. ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO; WATER MAINS, FORCE MAINS, RECLAIMED WATER MAIN, SANITARY GRAVITY PIPES, STORM WATER PIPES, ELECTRIC, TELEPHONE, GAS, CABLE TV AND OTHER UTILITY FACILITIES WITHIN THE LIMITS OF THE PROJECT WILL BE

SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION.

7. THE CONTRACTOR SHALL ADJUST ALL EXISTING OCU MAINS AND FACILITIES IN CONFLICT WITH NEW GRADE, NEW OR ALTERED ROADWAYS, SIDEWALKS, DRIVEWAYS, CURBS, OR STORM WATER IMPROVEMENTS. OCU FACILITIES TO BE ADJUSTED INCLUDE, BUT ARE NOT LIMITED TO;

PIPELINES, PUMP STATIONS, VALVE BOXES, AIR RELEASE VALVES, FIRE HYDRANTS, MANHOLE COVERS, AND METERS. ALL ADJUSTMENTS

SHALL BE MADE TO CURRENT STANDARDS..

8. ONLY OCU PERSONNEL SHALL OPERATE OCU WATER, WASTEWATER, AND RECLAIMED WATER VALVES. THE CONTRACTOR IS RESPONSIBLE FOR OPERATING ANY NEWLY INSTALLED VALVE THAT HAS NOT BEEN CLEARED FOR USAGE BY FDEP AND OCU. THE CONTRACTOR SHALL COORDINATE VALVE OPERATION WITH THE OCU INSPECTOR. FOR OPERATION OF MAINS NOT OWNED BY OCU, IT IS THE CONTRACTOR'S

RESPONSIBILITY TO COORDINATE WITH THE APPROPRIATE UTILITY REPRESENTATIVE..

9. CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, WASTEWATER, OR RECLAIMED WATER SERVICE. THE CONTRACTOR SHALL COORDINATE PRE-APPROVED INTERRUPTIONS OF SERVICE WITH THE OCU INSPECTOR 7 WORKING DAYS IN ADVANCE AND WRITTEN

NOTICE SHALL BE GIVEN TO AFFECTED CUSTOMERS AT LEAST 4 WORKING DAYS IN ADVANCE.

10. THE CONTRACTOR SHALL PROVIDE FOR BYPASSING AND/OR HAULING WASTEWATER DURING APPROVED INTERRUPTIONS OF WASTEWATER FLOWS AND CONNECTIONS. THE CONTRACTOR SHALL SUBMIT A BYPASS OR HAUL PLAN, REVIEWED AND APPROVED BY A PROFESSIONAL ENGINEER TO OCU DEVELOPMENT ENGINEERING AND TO THE INSPECTOR FOR APPROVAL PRIOR TO IMPLEMENTATION BY CONTRACTOR. THE

USE OF TANKER(S) WILL NOT BE PERMITTED.

11. ALL VALVES INSTALLED AS PART OF THIS CONSTRUCTION PROJECT SHALL REMAIN CLOSED DURING CONSTRUCTION. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED BY FDEP. DO NOT CONNECT NEWLY CONSTRUCTED WATER MAINS TO ANY EXISTING WATER MAINS

UNLESS CLEARED BY FDEP AND OCU.

12. THE CONTRACTOR SHALL PROVIDE A JUMPER ASSEMBLY WITH AN APPROVED BACKFLOW PREVENTER FOR MAKING TEMPORARY CONNECTIONS TO AN EXISTING POTABLE WATER SOURCE IN ORDER TO CHLORINATE AND FLUSH NEW WATER MAINS WITH POTABLE WATER.

ANY TEMPORARY POTABLE WATER CONNECTIONS TO RECLAIMED WATER OR FORCE MAIN SHALL ALSO BE EQUIPPED WITH AN APPROVED

BACKFLOW PREVENTER.

13. FOR PVC PIPE, NO JOINT DEFLECTION OR PIPE BENDING IS ALLOWED. ALIGNMENT CHANGE SHALL BE MADE ONLY WITH FITTINGS.

14. FOR DIP PIPE, LONG RADIUS CURVES, EITHER HORIZONTAL OR VERTICAL, MAY BE INSTALLED WITH STANDARD PIPE BY DEFLECTIONS AT THE JOINTS. MAXIMUM DEFLECTIONS AT PIPE JOINTS, FITTINGS AND LAYING RADIUS FOR THE VARIOUS PIPE LENGTHS SHALL NOT EXCEED 75

PERCENT OF THE PIPE MANUFACTURER'S RECOMMENDATION.

15. FOR APPROVED PVC OR HDPE PIPE USED IN A HORIZONTAL DIRECTIONAL DRILL INSTALLATION, THE CURVATURE AND/OR DEFLECTION SHALL

NOT EXCEED THE PARAMETERS ESTABLISHED IN THIS MANUAL.

16. ALL DAMAGE TO ORANGE COUNTY INFRASTRUCTURE, PIPELINES, AND ASSETS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE WITH AN APPROVED METHOD BY THE COUNTY. IF THE REPAIR IS NOT PERFORMED IN A TIMELY MANNER, AS DETERMINED BY THE ORANGE COUNTY UTILITY INSPECTOR, ORANGE COUNTY MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE

CHARGED FOR ALL EXPENSES ASSOCIATED WITH THE REPAIR.

17. THE CONTRACTOR SHALL BE LIABLE FOR ANY AND ALL SANITARY SEWER OVERFLOWS (SSO) ASSOCIATED WITH THE WORK, REGARDLESS OF FAULT. THE CONTRACTOR WILL BE ASSESSED PENALTIES FOR ANY AND EACH SSO AS SPECIFIED IN SECTION 3110, GENERAL CONSTRUCTION REQUIREMENTS, ORANGE COUNTY UTILITIES STANDARDS AND CONSTURCTION SPECIFICATIONS MANUAL.

PROJECT GENERAL NOTES

1. ALL UTILITIES FACILITIES CONSTRUCTION CONNECTING TO THE ORANGE COUNTY PUBLIC UTILITIES SYSTEM SHALL CONFORM TO THE ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL, AND BE ONE OF THE APPROVED PRODUCTS LISTED IN

APPENDIX 'D' OF THE MANUAL.

2. CONTRACTOR SHALL COORDINATE WITH ALL OTHER UTILITY OWNERS FOR RESOLUTION OF CONFLICTS. CONTRACTOR SHALL HAVE 48 HOURS TO DETERMINE THE RESOLUTION OF ANY UNKNOWN OR UNFORESEEN CONFLICTS. COSTS INCURRED SHALL BE BORNE BY THE UTILITY OWNER AND/OR CONTRACTOR AND NO CLAIMS MAY BE MADE AGAINST ORANGE COUNTY OR THE ENGINEER FOR THESE CONFLICTS. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR THE PERIOD OF TIME TO RESOLVE ANY CONFLICTS.

3. USE EXTREME CAUTION WHEN EXCAVATING OR CONNECTING TO ASBESTOS CEMENT PIPE. THE CONTRACTOR WILL BE REQUIRED TO SUPPLY TRUCKS CAPABLE OF PUMPING OUT THE PUMP STATION UPSTREAM FROM BREAKS OR CONNECTION POINT. WHEN CONNECTING TO ASBESTOS CEMENT WATER MAIN OR FORCE MAIN THE CONTRACTOR IS REQUIRED TO REPLACE ANY DAMAGED LENGTHS OF PIPE. THE AMOUNT OF REPLACED PIPE WILL BE DETERMINED BY THE ORANGE COUNTY UTILITIES INSPECTOR.

4. ALL EXISTING AND NEW OCU WATER AND SEWER VALVES, VALVE BOXES, AND MANHOLES SHALL BE PROTECTED AND ADJUSTED TO FINISHED GRADE AS SHOWN ON THE DRAWINGS. VALVE AND VALVE BOXES SHALL REMAIN ACCESSIBLE AT ALL TIMES. ANY VALVES THAT MIGHT BE COVERED DURING CONSTRUCTION SHALL BE MARKED WITH A MARKER (GREEN FOR SEWER, BLUE FOR WATER, AND PURPLE FOR RECLAIMED WATER MAIN), A MINIMUM OF FOUR (4) FEET ABOVE GRADE. ALL VALVES UNDER CONSTRUCTION ARE TO REMAIN CLOSED DURING

CONSTRUCTION.

5. ALL PROPOSED DUCTILE IRON MECHANICAL JOINT FITTINGS, PIPES, OR PIPE RESTRAINTS WITHIN FORTY (40) FEET OF EXISTING GAS MAINS

SHALL BE POLYETHYLENE ENCASED.

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

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

8. IN AREAS WHERE CONSTRUCTION ACTIVITIES RESTRICT NORMAL ACCESS TO PROPERTIES, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALTERNATE ACCESS ROUTES WHICH ARE SUBJECT TO APPROVAL BY THE ENGINEER, AS PART OF THE M.O.T. PLAN.

9. LOCAL RESIDENTIAL/BUSINESS ACCESS SHALL BE MAINTAINED AT ALL TIMES. PROVIDE WRITTEN NOTIFICATION TO RESIDENTS SEVEN (7) DAYS

PRIOR TO IMPLEMENTING ANY ROADWAY OR DRIVEWAY CLOSURE.

10. ALL EXCAVATIONS SHALL BE BACK FILLED AT THE END OF EACH WORK DAY.

11. REPLACEMENT WATER SERVICE CONNECTIONS SHALL INCLUDE THE REPLACEMENT OF THE EXISTING WATER METER BOXES WHICH ARE TO BE PROVIDED BY ORANGE COUNTY UTILITIES AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE WITH COUNTY FOR THE SPECIFIC INSTALLATION LOCATION OF METER BOXES. FOR REROUTING WATER SERVICE ON PRIVATE PROPERTY THE CONTRACTOR SHALL

RELOCATE EXISTING METERS TO NEW METER BOXES WHERE INDICATED ON THE DRAWINGS.

25. EXISTING SIDEWALKS AND CURB RAMPS SCHEDULED TO BE REMOVED AND REPLACED SHALL BE RECONSTRUCTED TO CURRENT ADA STANDARDS. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT INDEX 522-001, AND CURB RAMPS SHALL BE CONSTRUCTED IN

ACCORDANCE WITH FDOT INDEX 522-002.

26. WHERE REQUIRED, AT NO ADDITIONAL COST TO THE COUNTY, THE CONTRACTOR SHALL USE TEMPORARY SHEETING OR TRENCH BOXES TO MINIMIZE THE SIZE OF EXCAVATIONS AND PROTECT EXISTING ROADWAYS, UTILITIES AND OTHER FACILITIES OR AS NEEDED TO REMAIN WITHIN THE LIMITS OF CONSTRUCTION. CONTRACTOR TO COMPLY WITH OSHA TRENCH SAFETY REQUIREMENTS AT ALL TIMES.

27. CONTRACTOR SHALL APPLY FOR AND SECURE ALL NECESSARY PERMITS FROM STATE, COUNTY, AND LOCAL MUNICIPALITIES. PERMITS SHALL INCLUDE, BUT NOT BE LIMITED TO, RIGHT OF WAY USE, CONSTRUCTION, BUSINESS LICENSE, AND DEWATERING.

28. THE CONTRACTOR SHALL COORDINATE WITH ORANGE COUNTY PUBLIC SCHOOLS (OCPS) TRANSPORTATION SERVICES TO ENSURE THAT ALL SCHOOL BUS STOPS WITHIN THE PROJECT LIMITS ARE NOT IMPACTED BY CONSTRUCTION. SHOULD TEMPORARY RELOCATION OF A SCHOOL BUS STOP BE NECESSARY, THE CONTRACTOR SHALL NOTIFY OCPS TRANSPORTATION SERVICES AT (407) 317-3800 A MINIMUM OF ONE (1) WEEK

PRIOR TO CONSTRUCTION.

29. THE CONTRACTOR SHALL BE AWARE THERE IS PRIVATELY OWNED IRRIGATION SYSTEMS WITHIN THE RIGHT OF WAY AND UTILITY EASEMENTS.

THE COST OF COORDINATING, PROTECTING, REPAIRING AND/OR REPLACING THESE IRRIGATION SYSTEMS SHALL BE INCLUDED IN THE

APPLICABLE PAY ITEMS SPECIFIED IN SECTION 01025, MEASUREMENT AND PAYMENT.

30. DAILY CLEANUP: THE CONTRACTOR SHALL CLEAN THE CONSTRUCTION AREA DAILY. THE WORK SITE SHALL BE KEPT FREE FROM ACCUMULATION OF WASTE MATERIALS, RUBBISH AND DEBRIS FROM AND ABOUT THE WORK SITE AND SHALL BE LEFT CLEAN AND SAFE AT ALL TIMES. ON A DAILY BASIS, ALL UNUSED MATERIALS AND EQUIPMENT SHALL BE RETURNED TO THE CONTRACTOR'S LONG-TERM STORAGE AND EQUIPMENT AREA. ALL EXCAVATIONS SHALL BE BACKFILLED OR PROPERLY PROTECTED AT THE END OF EACH WORK DAY.

GENERAL NOTES

G-3

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LAKE DOWNEY DRIVE & FRANKEL STREET WATER MAIN EXTENSION

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

1 INCH OF DRAWING SCALE

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___AS NOTED SEE MARGIN

DESIGN ENGINEER

FLORIDA REGISTRATION No.

66465

ERIN J. GIBLIN, P.E.

THIS LINE REPRESENTS

ALTERED DRAWING SCALE

REPRODUCTION MAY HAVE

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100

ORLANDO, FL 32803

PH: (407) 896-8608

ENGINEERING REGISTRY NO. 6899

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SUMMARY OF PAY ITEMS

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LAKE DOWNEY DRIVE & FRANKEL STREET WATER MAIN EXTENSIONORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

1 INCH OF DRAWING SCALE

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___AS NOTED SEE MARGIN

DESIGN ENGINEER

FLORIDA REGISTRATION No.

66465

ERIN J. GIBLIN, P.E.

THIS LINE REPRESENTS

ALTERED DRAWING SCALE

REPRODUCTION MAY HAVE

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100

ORLANDO, FL 32803

PH: (407) 896-8608

ENGINEERING REGISTRY NO. 6899

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SP-2

SP-1

CONST 4" RJ DI WATER

MAIN

CONST 8" RJ DI

WATER MAINSP-2

SP-1

SP-3

CONST 4" RJ DI

WATER MAIN

CONST 4" RJ DI

WATER MAIN

SP-4

SP-5

CONST 8" RJ DI

WATER MAIN

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KEY MAP C-1

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

1 INCH OF DRAWING SCALE

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___AS NOTED SEE MARGIN

DESIGN ENGINEER

FLORIDA REGISTRATION No.

66465

ERIN J. GIBLIN, P.E.

THIS LINE REPRESENTS

ALTERED DRAWING SCALE

REPRODUCTION MAY HAVE

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100

ORLANDO, FL 32803

PH: (407) 896-8608

ENGINEERING REGISTRY NO. 6899

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JUNE 2023 - BID DRAWINGS

1" = 50'

1" = 40'

C-2 C-3 C-4

C-5 C-6

LAKE DOWNEY DRIVE

FRANKEL STREET

R S

D R

DEAN CREEK LANE

4" CAP

PERM 2" B/O VALVE BT

CONST 340 LF OF 4" RJ DI WM

MIN OF 30"

OF COVER

STA 50+69.5, 15.16 LT

INSTALL:

1-4" CAP

1-PERM 2" B/O

(C2-BO1)

OPEN CUT EXIST DRIVEWAY.

REPAIR TO EXIST CONDITIONS.

(TYP)

OPEN CUT EXIST CONC

DRIVEWAY AND REPAIR

(TYP) CONST 4" RJ DI WATER

MAIN

6' (TYP)

HOLD POWER POLE

SEE NOTE 1 (TYP)

C2-P1

C2-P2 C2-P3

C2-P4

INSTALL 1" LONG SINGLE

SERVICE WATER LINE AND

METER BOX (TYP.)

C2-F1

C2-F2

C2-F3

C2-F4

C2-F5 C2-F6

C2-F7

SP-1

INSTALL 1" SHORT SINGLE

SERVICE WATER LINE AND

METER BOX (TYP.)

CONSTRUCTION NOTES:

1. CONTRACTOR SHALL COORDINATE WITH

THE POWER COMPANY TO HOLD AND

PROTECT EXISTING POWER POLES.

2. ALL PROPOSED WATER MAINS SHALL HAVE

EACH JOINT RESTRAINED.

SCALE: 1" = 20'

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LAKE DOWNEY DRIVE & FRANKEL STREET WATER MAIN EXTENSION

LAKE DOWNEY DRIVE PLAN AND PROFILE STA

50+00 TO STA 54+60

C-2

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50+00 51+00 52+00 53+00 54+00

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ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

1 INCH OF DRAWING SCALE

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___AS NOTED SEE MARGIN

DESIGN ENGINEER

FLORIDA REGISTRATION No.

66465

ERIN J. GIBLIN, P.E.

THIS LINE REPRESENTS

ALTERED DRAWING SCALE

REPRODUCTION MAY HAVE

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100

ORLANDO, FL 32803

PH: (407) 896-8608

ENGINEERING REGISTRY NO. 6899

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JUNE 2023 - BID DRAWINGS

STA 55+33.14, 15.82 LT

INSTALL:

1-8"x4" RED (C3-F2)

1-4" GATE VALVE (C3-GV1)

1-FIRE HYDRANT

ASSEMBLY (C3-FHA1)

RESTRAIN PER DETAIL

A104-3 / D-1

STA 56+00.95, 16.70 LT

INSTALL:

1-8" 22.5° BEND (C3-F4)

STA 56+04.51, 15.30 LT

INSTALL:

1-8" 22.5° BEND (C3-F5)

STA 58+00.06, 18.09 LT

INSTALL:

1-8" 22.5° BEND

(C3-F10)

STA 58+33.48, 16.73 LT

INSTALL:

1-8" 22.5° BEND (C3-F11)

STA 58+23.77, 20.42 LT

INSTALL:

1-8" 22.5° BEND (C3-F12)

STA 58+33.48, 16.73 LT

INSTALL:

1-8" 22.5° BEND (C3-F13)

OPEN CUT EXIST DRIVEWAY.

REPAIR TO EXIST CONDITIONS.

(TYP)

OPEN CUT EXIST CONC

DRIVEWAY AND REPAIR

(TYP)

CONST 8" RJ DI

WATER MAIN

HOLD POWER POLE SEE

NOTE 1. (TYP)

6' (TYP)

INSTALL 1" LONG SINGLE

SERVICE WATER LINE AND

METER BOX (TYP.)

C3-P1 C3-P2 C3-P3

INSTALL 1" SHORT SINGLE

SERVICE WATER LINE AND

METER BOX (TYP.)

C3-F1

C3-F3 SP-2 C3-F6 C3-F7 C3-F8 C3-F9 C3-F14

OPEN CUT EXIST CONC PAVER

DRIVEWAY AND REPAIR

C3-F15

C3-F16

CONSTRUCTION NOTES:

1. CONTRACTOR SHALL COORDINATE WITH

THE POWER COMPANY TO HOLD AND

PROTECT EXISTING POWER POLES.

2. ALL PROPOSED WATER MAINS SHALL HAVE

EACH JOINT RESTRAINED.

8" 22.5° BEND8" 22.5° BEND

8" 22.5° BEND 8" 22.5° BEND CONST 426 LF

OF 8" RJ DI WM

CONST 74 LF

OF 4" RJ DI WM

8"x6" TEE 8"x4" RED

4" GV

MIN 30" OF

COVER

PROP FIRE HYDRANT

ASSEMBLY

7 16

2020-27-04

JUNE

JHD

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LAKE DOWNEY DRIVE & FRANKEL STREET WATER MAIN EXTENSION

LAKE DOWNEY DRIVE PLAN AND PROFILE STA

54+60 TO 59+60

C-3

SCALE: 1" = 20'

C H

55+00 56+00 57+00 58+00

59+00

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ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

1 INCH OF DRAWING SCALE

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___AS NOTED SEE MARGIN

DESIGN ENGINEER

FLORIDA REGISTRATION No.

66465

ERIN J. GIBLIN, P.E.

THIS LINE REPRESENTS

ALTERED DRAWING SCALE

REPRODUCTION MAY HAVE

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100

ORLANDO, FL 32803

PH: (407) 896-8608

ENGINEERING REGISTRY NO. 6899

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STA 60+21.23, 13.48 LT

INSTALL:

1-8" 22.5° BEND (C4-F2)

STA 60+58.29, 13.94 LT

INSTALL:

1-8" 22.5° BEND (C4-F3)

STA 60+73.94, 20.64 LT

INSTALL:

1-8" 22.5° BEND (C4-F4)

STA 62+72.30, 20.41 LT

INSTALL:

1-FIRE HYDRANT

ASSEMBLY (C4-FHA1)

STA 63+46.429.5, 21.41 LT

INSTALL:

1-8"x8" TAPPING SLEEVE

AND VALVE (C4-TSV1)

1-8" GATE VALVE (C4-GV1)

OPEN CUT EXIST CONC

DRIVEWAY AND REPAIR

(TYP)

OPEN CUT EXIST

DRIVEWAY. REPAIR TO

EXIST CONDITIONS. (TYP)

CONST 8" RJ DI

WATER MAIN

ASPHALT PAVEMENT

MILLING AND RESURFACING

(SEE FIG A124 / D-3)

ASPHALT PAVEMENT

REMOVAL AND

REPLACEMENT

(SEE FIG A124 / D-3)

HOLD POWER POLE

SEE NOTE 1 (TYP)

INSTALL 1" LONG SINGLE

SERVICE WATER LINE AND

METER BOX (TYP.)

6' (TYP)

C4-F5

C4-F6

STA 61+95.37, 21.92 LT

INSTALL:

1-8" 22.5° BEND (C4-F7)

STA 60+06.51, 19.22 LT

INSTALL:

1-8" 22.5° BEND (C4-F1)

STA 62+01.93, 19.32 LT

INSTALL:

1-8" 22.5° BEND (C4-F8)

SP-3

CONSTRUCTION NOTES:

1. CONTRACTOR SHALL COORDINATE WITH

THE POWER COMPANY TO HOLD AND

PROTECT EXISTING POWER POLES.

2. ALL PROPOSED WATER MAINS SHALL HAVE

EACH JOINT RESTRAINED.

8"x6" TEE 8" TS

8" GV8" 22.5° BEND

8" 22.5° BEND

BTBT BFO

CONST 385 LF

OF 8" RJ DI WM

MIN 30" OF

COVER

PROP FIRE HYDRANT

ASSEMBLY

8" 22.5° BEND

LAKE DOWNEY DRIVE & FRANKEL STREET WATER MAIN EXTENSION

LAKE DOWNEY DRIVE PLAN AND PROFILE STA

59+60 TO STA 63+60

SCALE: 1" = 20'

C H

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2020-27-04

JUNE

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JAB

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C-4

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60+00 61+00 62+00 63+00

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

1 INCH OF DRAWING SCALE

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___AS NOTED SEE MARGIN

DESIGN ENGINEER

FLORIDA REGISTRATION No.

66465

ERIN J. GIBLIN, P.E.

THIS LINE REPRESENTS

ALTERED DRAWING SCALE

REPRODUCTION MAY HAVE

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100

ORLANDO, FL 32803

PH: (407) 896-8608

ENGINEERING REGISTRY NO. 6899

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6' (TYP)

SP-4

CONSTRUCTION NOTES:

1. CONTRACTOR SHALL COORDINATE WITH

THE POWER COMPANY TO HOLD AND

PROTECT EXISTING POWER POLES.

2. ALL PROPOSED WATER MAINS SHALL HAVE

EACH JOINT RESTRAINED.

STA 10+11.25, 16.03 LT

INSTALL:

1-20"x8" TAPPING SLEEVE AND

VALVE (C5-TSV1)

1- 8" 90° BEND (C5-F1)

1-8" 90° BEND (C5-F2)

STA 10+60.55, 15.19 LT

INSTALL:

1-8" 45° BEND (C5-F3)

1-8" 45° BEND (C5-F4)

STA 10+96.61, 14.37 LT

INSTALL:

1-8" 45° BEND (C5-F6)

STA 10+98.55, 12.57 LT

INSTALL:

1-11.25° BEND (C5-F5)

STA 11+20.54, 8.17 RT

INSTALL:

1-8" 5.625° BEND (C5-F7)

STA 13+16.15, 13.25 RT

INSTALL:

1-4" 5.625° BEND (C5-F17)

STA 13+57.58, 13.30 RT

INSTALL:

1-4" 5.625° BEND (C5-F19)

ASPHALT PAVEMENT

MILLING AND RESURFACING

(SEE FIG A124 / D-3)

OPEN CUT EXIST DRIVEWAY.

REPAIR TO EXIST CONDITIONS.

(TYP)

ASPHALT PAVEMENT

REMOVAL AND

REPLACEMENT

(SEE FIG A124 / D-3)

ASPHALT PAVEMENT

REMOVAL AND

REPLACEMENT

(SEE FIG A124 / D3)

CONST 8" RJ DI

WATER MAIN

INSTALL 1" LONG SINGLE

SERVICE WATER LINE AND

METER BOX (TYP.)

INSTALL 1" SHORT SINGLE

SERVICE WATER LINE AND

METER BOX

(TYP.)

STA 11+62.30, 18.94 RT

INSTALL:

1-FIRE HYDRANT

ASSEMBLY (C5-FHA1)

1-8" 5.625° BEND (C5-F8)

1-8" 5.625° BEND (C5-F9)

1-8"x4" RED (C5-F10)

1-4" GATE VALVE (U5-GV1)

STA 12+55.95, 19.10 RT

INSTALL:

1-4" 5.625° BEND (C5-F15)

HOLD POWER POLE

SEE NOTE 1 (TYP)

C5-F11 C5-F12 C5-F13

C5-F14

C5-F16

C5-F18

OPEN CUT EXIST DRIVEWAY.

REPAIR TO EXIST CONDITIONS.

(TYP)

CONST 4" RJ DI

WATER MAIN

18" MIN SEPARATION

MIN 30" OF COVER

CONST 180 LF

OF 8" RJ DI WM8" 11.25° BEND

8"x4" RED

4" GV

8" 5.625° BEND

8"x6"

TEE

8" 45° BENDS

8" 90° BENDS

20"x8" TS&V

CONST 238 LF

OF 4" RJ DI WM

4" 5.625° BEND 4" 5.625° BEND 4" 5.625° BEND

BTEXIST 16"

EXIST 20" DIP WM

8" 45° BEND 8" 5.625° BEND

PROP FIRE HYDRANT

ASSEMBLY

LAKE DOWNEY DRIVE & FRANKEL STREET WATER MAIN EXTENSION

FRANKEL STREET PLAN AND PROFILE

STA 10+00 TO STA 14+00 9 16

2020-27-04

JUNE

JHD

JAB

EJG

C-5

SCALE: 1" = 20'

C H

10+00 11+00 12+00 13+00 14+00

C H

JUNE 2023 - BID DRAWINGS

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

1 INCH OF DRAWING SCALE

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___AS NOTED SEE MARGIN

Thursday, March 23, 2023 3:53:39 PM F:\CIVIL\PROJECTS\2020\2020-27 OCU Utilities Continuing Engineering Services\2020-27.4 Lk Downey Drive-Frankel Street WM\5.0 Drawings\2020-27-04 LK Downey-Frankel C-5.dwg

DESIGN ENGINEER

FLORIDA REGISTRATION No.

66465

ERIN J. GIBLIN, P.E.

THIS LINE REPRESENTS

ALTERED DRAWING SCALE

REPRODUCTION MAY HAVE

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100

ORLANDO, FL 32803

PH: (407) 896-8608

ENGINEERING REGISTRY NO. 6899

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4, F

6' (TYP)

SP-5

CONSTRUCTION NOTES:

1. CONTRACTOR SHALL COORDINATE WITH

THE POWER COMPANY TO HOLD AND

PROTECT EXISTING POWER POLES.

2. ALL PROPOSED WATER MAINS SHALL HAVE

EACH JOINT RESTRAINED.

STA 14+25.85, 18.64 RT

INSTALL:

1-4" 11.25° BEND (C6-F4)

1-4" 11.25° BEND (C6-F5)

STA 14+11.60, 18.84 RT

INSTALL:

1-4" CAP

1-PERM 2" B/O (C6-BO1)CONST 4" RJ DI

WATER MAIN

OPEN CUT EXIST DRIVEWAY.

REPAIR TO EXIST CONDITIONS.

(TYP)

INSTALL 1" LONG SINGLE

SERVICE WATER LINE AND

METER BOX (TYP.)

INSTALL 1" SHORT SINGLE

SERVICE WATER LINE AND

METER BOX

(TYP.)

C6-P1

C6-F1

STA 14+11.60, 18.84 RT

INSTALL:

1-4" 5.625° BEND (C6-F2)

C6-F3

C6-F6

C6-F7

C6-F8

MIN 30" OF COVER

4" 5.625° BEND

4" 11.25° BENDS

CONST 208 LF

OF 4" RJ DI WM

4" CAP

PERM 2" B/O VALVE

LAKE DOWNEY DRIVE & FRANKEL STREET WATER MAIN EXTENSION

FRANKEL STREET PLAN AND PROFILE

STA 14+00 TO STA 17+30 10 16

2020-27-04

JUNE

JHD

JAB

EJG

C-6

SCALE: 1" = 20'

14+00 16+0015+00 17+00

C H

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

1 INCH OF DRAWING SCALE

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___AS NOTED SEE MARGIN

DESIGN ENGINEER

FLORIDA REGISTRATION No.

66465

ERIN J. GIBLIN, P.E.

THIS LINE REPRESENTS

ALTERED DRAWING SCALE

REPRODUCTION MAY HAVE

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100

ORLANDO, FL 32803

PH: (407) 896-8608

ENGINEERING REGISTRY NO. 6899

L R

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H E

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A N

D S

D U

N D

-2

4, F

.A .C

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

BEDDING & TRENCHING - TYPE A

10/10/2021

FIGURE A101

NOTES:

1. INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO MIN 95% (98%

UNDER PAVEMENT OR FUTURE PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO

T-180.

2. TRENCH BACKFILL: COMMON FILL COMPACTED TO MIN 95% (98% UNDER PAVEMENT OR

FUTURE PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180.

3. PIPE BEDDING UTILIZING SELECT COMMON FILL IN ACCORDANCE WITH "TYPE B" BEDDING

AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES.

4. 15-IN MAX. (12-IN MIN.) FOR PIPE DIAMETER LESS THAN 24-IN AND 24-IN MAX (12-IN MIN)

FOR PIPE DIAMETER 24-IN AND LARGER.

5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.

DEWATERING AS REQUIRED.

6. ALL PIPE SHALL BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE

FLOW.

7. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL

APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN

ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF

RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.

8. FOR GRAVITY SEWER, THE FIRST LIFT SHALL BE PLACED TO THE SPRING LINE OF THE

PIPE AND COMPACTED BY HAND TAMP.

9. CONTRACTOR SHALL USE BEDDING AND TRENCHING - TYPE B DETAIL FOR OVER

EXCAVATION AND WHEN UNSUITABLE MATERIALS ARE ENCOUNTERED IN THE

EXCAVATION.

TRENCH WIDTH

VARIES

W/ PIPE SIZE

PIPE O.D.

(SEE NOTE 4)

COMMON FILL

12" (TYP)

SELECT

COMMON FILL

UNDISTURBED

EARTH

(SEE NOTE 3)

HAUNCHING

(SEE NOTE 8) (S

INITIAL

BACKFILL

C H

L (S

" L

FINISHED GRADE

MIN 24" WATER LEVEL

1.5

(SEE NOTE 5)

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

BEDDING & TRENCHING - TYPE B

10/10/2021

FIGURE A102

SELECT

COMMON FILL

BEDDING MATERIAL

(SEE NOTE 10) BEDDING

(SEE NOTES 9 & 10)

HAUNCHING

(SEE NOTE 8)

N O

INITIAL BACKFILL

(SEE NOTE 1)

C H

L (S

" L

12" (TYP)

PIPE O.D.

NOTES:

1. INITIAL BACKFILL: SELECT COMMON FILL COMPACTED TO MIN 95% (98% UNDER PAVEMENT

OR FUTURE PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180.

2. TRENCH BACKFILL: COMMON FILL COMPACTED TO MIN 95% (98% UNDER PAVEMENT OR

FUTURE PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180.

3. PIPE BEDDING UTILIZING SELECT COMMON FILL IN ACCORDANCE WITH "TYPE B" BEDDING

AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES.

4. 15-IN MAX. (12-IN MIN.) FOR PIPE DIAMETER LESS THAN 24-IN AND 24-IN MAX (12-IN MIN) FOR

PIPE DIAMETER 24-IN AND LARGER.

5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. DEWATERING

AS REQUIRED.

6. ALL PIPE SHALL BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE

FLOW.

7. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE

REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE

COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF R/W UTILIZATION

REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.

8. FOR GRAVITY SEWER, THE FIRST LIFT SHALL BE PLACED TO THE SPRING LINE OF THE PIPE

AND COMPACTED BY HAND TAMP.

9. BEDDING DEPTH SHALL BE 4-IN MINIMUM FOR PIPE DIAMETER UP TO 12-IN AND 6-IN MINIMUM

FOR PIPE DIAMETER 16-IN AND LARGER.

10. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF REQUIRED

BEDDING MATERIAL BELOW THE PIPE. UTILITIES SHALL DETERMINE REMOVAL OF

UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION IN THE FIELD.

COMMON FILL

FINISHED GRADE

UNDISTURBED

EARTH

MIN 24" WATER LEVEL

1.5

TRENCH WIDTH

VARIES

W/ PIPE SIZE

(SEE NOTE 4)

(SEE NOTE 5)

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

TYPICAL VALVE BOX & COVER

10/10/2021

FIGURE A111

RECLAIMED WATER

WASTEWATER

POTABLE WATER

NOTES:

1. HEAVY DUTY VALVE BOX LIDS ARE REQUIRED FOR ALL VALVE BOXES.

2. TOP SECTION SHALL BE INSTALLED AT MID-RANGE FOR FUTURE ADJUSTMENT.

3. HEAVY DUTY VALVE BOX LID SHALL HAVE A 5-IN MIN DEPTH AND WEIGH A MINIMUM OF

22-LBS. LID SHALL HAVE POWDER COATING PAINT AT A MIN OF 3 MILL.

4. EXTENSION STEMS AND ALIGNMENT RING/WALL BRACKETS SHALL BE PROVIDED ON

ALL BURIED VALVES SO THAT THE OPERATING NUT SHALL BE NO MORE THAN 36-IN

BELOW FINISHED GRADE. MATERIAL SHALL BE MINIMUM 304 SST.

5. ADD ADD'L SCREW EXTENSION AS REQUIRED AFTER SCREW EXTENSION EXCEEDS

24-IN.

6. STACKING OF VALVE BOX BOTTOM SECTIONS IS NOT PERMITTED.

7. VALVE BOX SHALL REST ON BEDDING ROCK, NOT ON VALVE, AND SHALL BE CENTERED

ON OPERATING NUT.

HEAVY DUTY LID W/

EXTENDED SKIRT

3' M

G R

O N

O M

INSTALL TO

MID-RANGE

ALIGNMENT

RING (TYP)

ALIGNMENT

RING (TYP)

(OR)

LOCATING WIRE

SECURE TO

OPERATING

NUT (SELF-

SECURING

FROM

SURFACE)

EXTENSTION

STEM (SEE

NOTE 4)

CUT SMALL

"V" IN BOX

STABILIZER

TIE KNOT NEAR

TOP OF PIPE

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

VALVE BOX PAD

10/10/2021

FIGURE A112

O.C.U.

ABC 6"

GV, L-###

WATER

IDENTIFICATION DISC EXAMPLE

NOTES:

1. BRONZE, BRASS, OR STAINLESS STEEL IDENTIFICATION DISC SHALL BE REQUIRED FOR

ALL VALVES.

2. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12-IN

ABOVE TOP COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED.

WIRE SHALL BE COILED BACK INTO BOX AWAY FROM VALVE STEM.

3. NO VALVE SHALL BE DESIGNED OR INSTALLED WITHIN THE CURB.

4. ROUND OR SQUARE VALVE PAD TO BE UNIFORM PER PROJECT.

OUTSIDE PAVEMENT INSIDE PAVEMENT

DISC TO BE HANGING IN

THE BOX ANCHORED TO

THE LOCATING WIRE

LETTERING TO BE MACHINE

ENGRAVED WITH 0.25" TO

0.375" CAPITAL LETTERS

APPROX. 3" MANUFACTURER & SIZE

TYPE OF VALVE (GV, PV, ETC),

DIRECTION & NUMBER OF TURNS

SERVICE (WATER, RECLAIMED,

SEWER)

YEAR

TOP FLUSH WITH

FINISHED GRADE

ASPHALT

SURFACE

VALVE BOX

AND COVER

(TYP)

18"

LOCATING

WIRE

6" THICK 3,000 PSI

(MIN) CONCRETE

WITH #4 REBAR

CONTINUOUS OR

FIBER MESH

CONCRETE.

VALVE BOX AND

COVER (SEE FIG

A111)

18"x18" SQUARE (ROUND OPTIONAL)

CONCRETE OR POLYMER PAD TYP

EACH VALVE BOX (SEE NOTE 4)

" M

ID TAG

LOOP WIRE

(SEE NOTE 2)

ROUTE WIRE

LOOPS

THROUGH

V-CUT

OPENING IN

BOX AND

RISER

BASE

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

PIPE LOCATING WIRE

10/10/2021

FIGURE A114

FINISHED GRADE

NOTES:

1. ALL PIPE SHALL REQUIRE INSULATED LOCATING WIRE (10 GAUGE SOLID COPPER)

CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE WRAPPED WITH NYLON

STRAPS, LOOPED AND SECURED TO TOP CENTERLINE OF THE PIPE.

2. LOCATING WIRE SHALL BE CONTINUOUS INSIDE VALVE BOXES AND SHALL EXTEND 12-IN

ABOVE TOP OF COLLAR.

3. WIRE INSULATION SHALL BE COLOR CODED FOR THE TYPE OF PIPE BEING INSTALLED.

4. WIRE SHALL BE CONTINUOUS AND CONNECTED FOR LOCATING IN ALL DIRECTIONS.

5. PERMANENT SPLICES MUST BE MADE IN THE LENGTH OF THE WIRE USING WIRE

CONNECTORS SPECIFICALLY DESIGNED FOR DIRECT BURIAL, DIELECTRIC SILICONE

GEL OR MOISTURE-RESISTANT GREASE FILLED.

6. AT ALL TRACING WIRE SPLICES, TEES, AND VALVE COLLARS, A KNOT IN THE WIRE

SHALL BE MADE TO PREVENT THE WIRE FROM COMING APART.

7. REFER TO VALVE DETAILS FOR LOCATE WIRE UP AND IN VALVE BOX.

LOCATING WIRE

WATER, WASTEWATER,

OR RECLAIMED MAIN

NYLON STRAPS - 3 PER

JOINT (SEE NOTE 1)

LOCATING WIRE

LOCATING

WIRE

VALVE (TYP)

WIRE CONNECTOR

(SEE NOTE 5) (TYP)

FIRE HYDRANT

(TYP)

PERMANENT

SPLICE (SEE

NOTES 5 & 6)

(TYP)

KNOT (TYP)

WIRE

CONNECTOR

(SEE NOTE 5)

LOCATE WIRE

& ID TAG (SEE

NOTE 7) (TYP) KNOT (TYP)

NYLON STRAP TO BE LOOPED

AROUND LOCATE WIRE

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

RESTRAINED PIPE TABLE - REDUCERS - WATER, WASTEWATER FORCE, & RECLAIMED WATER MAINS (150 PSI)

10/10/2021

FIGURE A104-3

PVC & DI

PIPE

REDUCER SMALL SIZE (IN)

DIA (INCH) 4 6 8 12 16 20 24 30 36 42 48

6 31 8 56 33

12 79 58 16 101 59 20 105 59 24 205 151 83 30 233 180 116 36 259 208 115 42 281 205 110 48 281 201 109 54 282 204 112 60 253 170 64 222

* BASED ON WORKING PRESSURE 150 PSI

NOTES:

1. LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE WITH THE

PROCEDURES IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE", GUIDELINES

PUBLISHED BY DIPRA AND AWWA M23 "PVC PIPE - DESIGN AND INSTALLATION.

2. THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED

BY SITE-SPECIFIC PARAMETERS, SUCH AS SOIL DESIGNATED AND LAYING CONDITIONS.

3. WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTH

THAT YIELDS THE LONGEST RESTRAINT DISTANCE.

4. RESTRAINING REQUIREMENTS APPLY TO BOTH EXISTING AND PROPOSED MAINS.

RESTRAINT LENGTH PER

TABLE BELOW

MINIMUM LENGTH (FEET) TO BE RESTRAINED ON LARGE SIDE OF REDUCER

CONSTRUCTION DETAILS

D-1

11 16

2020-27-04

JUNE

JHD

JAB

EJG

JUNE 2023 - BID DRAWINGS

LAKE DOWNEY DRIVE & FRANKEL STREET WATER MAIN EXTENSIONORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

1 INCH OF DRAWING SCALE

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___AS NOTED SEE MARGIN

DESIGN ENGINEER

FLORIDA REGISTRATION No.

66465

ERIN J. GIBLIN, P.E.

THIS LINE REPRESENTS

ALTERED DRAWING SCALE

REPRODUCTION MAY HAVE

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100

ORLANDO, FL 32803

PH: (407) 896-8608

ENGINEERING REGISTRY NO. 6899

L R

R D

O F

S H

H E

E D

A N

D S

D U

N D

-2

4, F

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

RESTRAINED VERTICAL PIPE - WATER, WASTEWATER FORCE, & RECLAIMED WATER MAINS (150 PSI)

10/10/2021

FIGURE A104-2

MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S)

TYPE

PVC AND DUCTILE IRON PIPE SIZE (IN)

4 6 8 12 16 20 24 30 36 42 48 54 60 64

) 90° BEND 43 59 78 109 139 167 277 330 415 424 465 506 529 551

45° BEND 18 25 32 45 58 69 115 137 172 176 193 210 219 229

22-1/2° BEND 9 12 16 22 28 34 56 66 83 85 93 101 106 110

11-1/4° BEND 5 6 8 11 14 17 28 33 41 42 46 50 53 55

5 5/8° BEND OR MJ SLEEVE 3 3 4 6 7 9 14 17 21 21 23 25 26 28

NOTES:

1. FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE

INDICATED.

2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR

GREATER THAN LENGTH SHOWN IN THE TABLE.

3. WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING

RESTRAINT LENGTH THAT YIELDS THE LONGEST RESTRAINT DISTANCE.

4. ALL INLINE VALVES SHALL BE RESTRAINED.

5. WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL

SHALL BE PAINTED RED.

6. LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE

WITH PROCEDURES OUTLINED IN "THRUST RESTRAINT DESIGN FOR

DUCTILE IRON PIPE" GUIDELINES PUBLISHED BY DIPRA, USING THE

ASSUMPTIONS SHOWN BELOW:

WORKING PRESSURE: 150 PSI

SOIL DESIGNATION: SM (SAND SILT)

LAYING CONDITIONS: 3

DEPTH OF COVER: 3-FT

SAFETY FACTOR: 1.5

THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS

WARRANTED BY SITE-SPECIFIC PARAMETERS, SUCH AS SOIL

DESIGNATIONS AND LAYING CONDITIONS.

7. 90° BENDS ON VERTICAL PIPE ARE SUBJECT TO REVIEW AND APPROVAL

OF UTILITIES.

8. IF 4-IN THRU 20-IN PIPE IS POLYETHYLENE ENCASED, USE 1.25 MULTIPLIER

ON RESTRAINT LENGTH.

9. RESTRAINING REQUIREMENTS APPLY TO BOTH EXISTING AND PROPOSED

MAINS.

PER HORIZONTAL TABLE

(MIN) (SEE FIG A104-1)

ANGLE OF

DIRECTION CHANGE

ANGLE OF

DIRECTION CHANGE

PER VERTICAL TABLE

(MIN)

RESTRAIN

TOTAL LENGTH

LOWER BEND

UPPER BEND

PROFILE VIEW

DEPTH VARIES

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

THRUST COLLAR - WATER, WASTEWATER FORCE, & RECLAIMED WATER MAINS (150 PSI)

10/10/2021

FIGURE A106

SCHEDULE OF DIMENSIONS AND MATERIALS

PIPE SIZE

(IN)

PIPE SIZE

DIMENSIONS (FT) TIE RODS REQ'D

A B C D DIA NO.

6 2.0 2.0 1.0 0.75 2

8 2.5 2.5 1.0 0.75 2

10 3.5 3.0 1.0 0.75 4

12 5.0 3.0 1.0 0.75 4

16 6.0 4.0 1.5 0.75 4

20 8.0 5.0 1.5 0.75 6

24 9.0 6.0 1.5 0.75 10

30 12.0 7.0 1.5 1.0 10

36 15.0 8.0 1.5 1.0 14

42 16.0 9.0 2 1.0 16

48 19.0 10.0 2 1.0 20

54 22.0 10.0 3 1.0 24

60 27.0 10.0 3 1.125 24

64 31.0 10.0 3 1.25 20

NOTE: THRUST COLLAR AREAS TO BE COMPUTED ON BASIS OF 2000

LBS/SF SOIL RESTRAINT BEARING.

NOTES:

1. ADDITIONAL REINFORCEMENTS

SHALL BE AS SPECIFIED BY THE

ENGINEER.

2. MINIMUM COMPRESSIVE STRENGTH

FOR CONCRETE SHALL BE 3,000 PSI.

3. BEDDING, BACKFILL AND

COMPACTION SHALL BE AS

SPECIFIED ELSEWHERE IN THE

STANDARD DRAWINGS.

4. ALL FORM BOARDS SHALL BE

REMOVED PRIOR TO BACKFILL.

5. NO ALLOWANCE SHALL BE MADE FOR

FRICTION BETWEEN THE PIPE WALL

AND THE THRUST COLLAR.

6. DESIGN PRESSURE: 150 PSI.

7. REQUIRED FOR LINE STOPS IF

RESTRAINT TABLE REQUIREMENTS

CANNOT BE MET.

SEE TRENCH DETAILS

FOR PIPE BEDDING

REQUIREMENTS

DOUBLE MECHANICAL

BELL RESTRAINT HARNESS

WITH DOUBLE NUT

TIE RODS (ASTM A307 B)

INCLUDING NUTS AND

WASHERS (SEE

SCHEDULE BELOW)

TRENCH

LIMITS

#4 BARS @ 6" OC ALL

AROUND (MIN 2" CLEAR

AROUND PIPE)

#4 BARS

D (9' MIN)

3" COVER

ENCASE TIE RODS

1.5" PVC SLEEVE

UNDISTURBED

EARTH

4" x 4" x 0.5" STEEL

BEARING PLATE

(TYP)

9" M

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

HORIZONTAL PIPELINE SEPARATION REQUIREMENTS

10/10/2021

FIGURE A116-1

HORIZONTAL SEPARATION REQUIREMENTS (NOTES 1 & 2)

PROPOSED UTILITY

POTABLE

WATER

(NOTE 3)

RECLAIMED

WATER MAIN

(SEE NOTE 7)

WASTEWATER

FORCEMAIN

SANITARY

SEWER

STORM

SEWER

STRUCTURAL

FOUNDATION,

WALLS, ETC.

(SEE NOTE 8)

4"-12" 16"-UP 4"-12" 16"-UP 4"-12" 16"-UP ALL SIZES ALL

SIZES ALL SIZES

POTABLE

WATER

(NOTE 3)

4"-12" 3' 5' 3' 5' 6' 6' 6' 3' 10'

16"-UP 5' 5' 5' 5' 6' 6' 6' 5' 15' (NOTE 5)

RECLAIMED

WATER MAIN

(SEE NOTE 7)

4"-12" 3' 5' 3' 5' 3' 5' 3' 3' 10'

16"-UP 5' 5' 5' 5' 5' 5' 5' 5' 15' (NOTE 5)

WASTEWATER

FORCEMAIN

4"-12" 6' 6' 3' 5' 3' 5' 3' 3' 10'

16"-UP 6' 6' 5' 5' 5' 5' 5' 5' 15' (NOTE 5)

SANITARY

SEWER

ALL

SIZES 6' 6' 3' 5' 3' 5' 3' 5' VARIES PER

DEPTH

NOTES:

1. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE.

2. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND

MAINTENANCE. FOR PIPES INSTALLED AT GREATER DEPTHS THAN THE MINIMUM OCU DESIGN

STANDARDS, PROVIDE AN ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH.

3. THIS SEPARATION REQUIREMENT COMPLIES WITH THE MINIMUM FDEP SEPARATION REQUIREMENTS OUTLINED IN 62-555.314, FAC. VARIANCES FROM THE FDEP REQUIREMENTS MUST COMPLY WITH 62-555.314(5), FAC AND MUST BE APPROVED INDIVIDUALLY BY BOTH FDEP AND UTILITIES PRIOR TO

INSTALLATION.

4. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY OR

STORM WATER MANHOLE OR STRUCTURE.

5. PRESSURE MAINS 16-IN TO 24-IN MAY HAVE 10-FT SEPARATION FROM STRUCTURAL FOUNDATION, WALLS, ETC IF NEW MAINS ARE RESTRAINED FOR THE ENTIRE LENGTH.

6. REFERENCE FIGURE A116-2 FOR VERTICAL PIPELINE SEPARATION REQUIREMENTS.

7. RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.

8. ADDITIONAL SEPARATION SHALL BE REQUIRED BY UTILITIES FOR CONSTRUCTION OF, INCLUDING, BUT

NOT LIMITED TO: LIVE LOADS, MULTI-STORY COMMERCIAL BUILDINGS, SUPERSTRUCTURES,

EMBANKMENTS, RETAINING WALLS, BRIDGES, RAILROADS, HIGH VOLTAGE TRANSMISSION MAINS, GAS

MAINS, ETC.

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

RESTRAINED HORIZONTAL PIPE - WATER, WASTEWATER FORCE, & RECLAIMED WATER MAINS (150 PSI)

10/10/2021

FIGURE A104-1

MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S)

TYPE

PVC AND DUCTILE IRON PIPE SIZE (IN)

4 6 8 12 16 20 24 30 36 42 48 54 60 64

H O

O N

90° BEND 21 29 37 52 65 78 104 122 143 154 167 180 188 195

45° BEND 9 12 16 22 27 33 43 51 60 64 70 75 78 81

22-1/2° BEND 5 6 8 11 13 16 21 25 29 31 34 36 38 39

11-1/4° BEND 2 3 4 6 7 8 11 12 15 16 17 18 19 20

5 5/8° BEND OR MJ SLEEVE 1 2 2 3 4 4 6 6 8 8 9 9 10 10

PLUG OR BRANCH OF TEE OR

DEAD END 43 59 78 109 139 167 277 330 415 424 465 506 529 551

VALVE OR LINE STOP 22 30 39 55 70 84 139 165 208 212 233 253 265 276

HDPE CONNECTION 19 26 34 49 62 75 125 151 174 203 223

NOTES:

1. FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE

INDICATED.

2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR

GREATER THAN LENGTH SHOWN IN THE TABLE.

3. WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING

RESTRAINT LENGTH THAT YIELDS THE LONGEST RESTRAINT DISTANCE.

4. ALL INLINE VALVES SHALL BE RESTRAINED.

5. WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL

SHALL BE PAINTED RED.

6. LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE

WITH PROCEDURES OUTLINED IN "THRUST RESTRAINT DESIGN FOR

DUCTILE IRON PIPE" GUIDELINES PUBLISHED BY DIPRA, USING THE

ASSUMPTIONS SHOWN BELOW:

WORKING PRESSURE: 150 PSI

SOIL DESIGNATION: SM (SAND SILT)

LAYING CONDITIONS: 3

DEPTH OF COVER: 3-FT

SAFETY FACTOR: 1.5

THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS

WARRANTED BY SITE-SPECIFIC PARAMETERS, SUCH AS SOIL

DESIGNATIONS AND LAYING CONDITIONS.

7. 90° BENDS ON VERTICAL PIPE ARE SUBJECT TO REVIEW AND APPROVAL

OF UTILITIES.

8. IF 4-IN THRU 20-IN PIPE IS POLYETHLYENE ENCASED, USE 1.25

MULTIPLIER ON RESTRAINT LENGTH.

9. RESTRAINING REQUIREMENTS APPLY TO BOTH EXISTING AND

PROPOSED MAINS.

ANGLE OF

DIRECTION

CHANGE

PER HORIZONTAL TABLE

(MIN)

PER H

ORIZONTAL T

ABLE

PLAN VIEW

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

GATE VALVE & BOX - WATER & RECLAIMED WATER MAINS

10/10/2021

FIGURE A108-1

NOTES:

1. PVC PIPE OR DUCTILE IRON PIPE SHALL NOT BE USED AS VALVE BOX.

2. THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN 3-FT OF FINISHED

GRADE.

3. PROVIDE A STABILIZER OR PLASTIC DEBRIS SHIELD / ALIGNMENT RING WHICH INSTALLS

BELOW THE VALVE ACTUATING NUT. THE DEVICE SHALL CENTER THE RISER VALVE BOX

OVER THE ACTUATING NUT AND MINIMIZE DEBRIS.

4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12-IN

ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY

INSTALLED. WIRE SHALL BE COILED BACK INTO BOX AWAY FROM VALVE STEM.

5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO

ALLOW FOR FUTURE BOX ADJUSTMENTS.

6. REFER TO FIGURE A111 FOR INSTALLATIONS WHERE THE OPERATING NUT IS DEEPER

THAN 36-IN BELOW FINISHED GRADE.

7. DRILL HOLE IN ID TAG AND INSTALL ON TRACING WIRE.

ID TAG (SEE FIG A112)

VALVE BOX PAD (SEE

FIGURE A112)

ROUTE WIRE LOOPS

THROUGH V-CUT OPENING

IN BOX AND RISER

LOOP WIRE (SEE NOTE 4)

FINISHED GRADE

SET TOP OF VALVE BOX TO

FINISHED GRADE

ALIGNMENT

RING (OR)

COMPACTED SELECT

COMMON FILL

LOCATING

WIRE

MIN 8" FDOT #57

STONE IN ALL

DIRECTIONS

VALVE BOX SHALL REST ON BEDDING

ROCK, NOT ON VALVE, AND SHALL BE

CENTERED ON OPERATING NUT

ADJUSTABLE SCREW

TYPE DUCTILE IRON

VALVE BOX

E D

A T

R C

G A

WATER MAIN

OR RECLAIMED

WATER MAIN

" M

KNOT

MIN PIPE DEPTH

PER SECTION 2210

STABILIZER

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

GATE VALVE & BOX - MINIMUM PIPE DEPTH AT VALVE PER MANUFACTURER

10/10/2021

FIGURE A108-2

APPROVED

APPENDIX D

PRODUCTS

VALVE SIZE

(INCHES)

AMERICAN

FLOW

CONTROL

CLOW

COMPANY

MUELLER

COMPANY

MIN COVER TO

TOP OF PIPE

(INCHES)

MIN COVER TO

TOP OF PIPE

(INCHES)

MIN COVER TO

TOP OF PIPE

(INCHES)

16 53 54 54

20 57 72 62

24 63 75 66

30 80 81 80

36 89 88 89

42 102 102 101

48 109 102 110

54 106

60 122

66 119

NOTES:

1. MINIMUM COVER OVER PIPE IS CALCULATED BASED ON INSTALLATION OF THE GATE

VALVE OPERATING NUT AT 24-IN BELOW GRADE.

2. ADDITIONAL DEPTH MAY BE REQUIRED BASED ON SITE CONDITIONS OR ROAD DESIGN.

3. REFERENCE FIGURE A108-1 FOR TYPICAL GATE VALVE STANDARD DRAWING.

CONSTRUCTION DETAILS

D-2

12 16

2020-27-04

JUNE

JHD

JAB

EJG

JUNE 2023 - BID DRAWINGS

LAKE DOWNEY DRIVE & FRANKEL STREET WATER MAIN EXTENSIONORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

1 INCH OF DRAWING SCALE

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___AS NOTED SEE MARGIN

DESIGN ENGINEER

FLORIDA REGISTRATION No.

66465

ERIN J. GIBLIN, P.E.

THIS LINE REPRESENTS

ALTERED DRAWING SCALE

REPRODUCTION MAY HAVE

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100

ORLANDO, FL 32803

PH: (407) 896-8608

ENGINEERING REGISTRY NO. 6899

L R

R D

O F

S H

H E

E D

A N

D S

D U

N D

-2

4, F

VERTICAL SEPARATION REQUIREMENTS (NOTES 1 & 2)

PROPOSED

UTILITY

POTABLE

WATER

(NOTE 4)

RECLAIMED

WATER MAIN

WASTEWATER

FORCEMAIN

SANITARY

SEWER

STORM SEWER

(NOTE 3)

POTABLE

WATER

(NOTE 4)

12" 12" 12" / 18" 12" / 18" 12" / 18"

RECLAIMED

WATER MAIN 12" 12" 12" 12" 12" / 18"

WASTEWATER

FORCEMAIN 12" 12" 12" 12" 12" / 18"

SANITARY

SEWER 12" / 18" 12" 12" 12" 12" / 18"

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

VERTICAL PIPELINE SEPARATION REQUIREMENTS

10/10/2021

FIGURE A116-2

NOTES:

1. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE.

2. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION

AND MAINTENANCE.

3. THE 18-IN…

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