Y23-779_Drawings.pdf

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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.

ORANGE COUNTY UTILITIES DEPARTMENT

ENGINEERING DIVISION

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

(407) 254-9900

COUNTY MAYOR: JERRY L. DEMINGS

BOARD OF COUNTY COMMISSIONERS

NICOLE H. WILSON DISTRICT 1

CHRISTINE MOORE DISTRICT 2

MAYRA URIBE DISTRICT 3

MARIBEL GOMEZ CORDERO DISTRICT 4

EMILY BONILLA DISTRICT 5

VICTORIA P. SIPLIN DISTRICT 6

BYRON W. BROOKS, AICP COUNTY ADMINISTRATOR

ED TORRES, M.S., P.E, LEED AP DIRECTOR, ORANGE

COUNTY UTILITIES

DEPARTMENT

WOOLPERT

3165 McCrory Place, Suite 115

Orlando, Florida 32803

(407) 381-2192 www.woolpert.com ENGINEER'S PROJECT No. 080071

KENNETH M. SELF, P.E.

FL LICENSE No. 88741

Construction Plans for

INTERNATIONAL DRIVE RECLAIMED WATER MAIN

REPLACEMENT at DARYL CARTER PARKWAY

Prepared for:

ORANGE COUNTY UTILITIES DEPARTMENT

ORANGE COUNTY, FLORIDA

OCU FILE NO. _______

FUNDING CODES:

SHEET:

DRAWING NO. :

OF 131

G100

January 5, 2023

BID SET

97388

1542 0033

ENGINEER PROJECT # 080071

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY: JM

DRAWN BY: BW

CHECKED BY: KMS

OCU FILE NO.:

CADD FILE: 13

KENNETH M. SELF, P.E.

FLORIDA LICENSE # 88741

WOOLPERT

(COA 7685)

3165 McCrory Place Suite 115

Orlando, FL 32803 www.woolpert.com

INTERNATIONAL DRIVE RECLAIMED WATER MAIN

REPLACEMENT AT DARYL CARTER PARKWAY

ORANGE COUNTY, FLORIDA

PROJECT AREA

NOTE:

SEE SURVEYS FOR SPECIFIC LOCATIONS

LOCATION MAP

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LOCATION MAP & DRAWING INDEX

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ORANGE COUNTY

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ENGINEERING DIVISION

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UTILITIES DEPARTMENT

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AIRPORT

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INTERNATIONAL

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ORLANDO

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%%UORANGE COUNTY, FLORIDA

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OSCEOLA COUNTY

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ORLANDO

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LAKE COUNTY

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SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY: JM

DRAWN BY: BW

CHECKED BY: KMS

OCU FILE NO.:

CADD FILE: 13

KENNETH M. SELF, P.E.

FLORIDA LICENSE # 88741

WOOLPERT

(COA 7685)

3165 McCrory Place Suite 115

Orlando, FL 32803 www.woolpert.com

INTERNATIONAL DRIVE RECLAIMED WATER MAIN

REPLACEMENT AT DARYL CARTER PARKWAY

ORANGE COUNTY, FLORIDA

G102

GENERAL CONSTRUCTION NOTES

ENGINEERING NOTES

BYPASS SYSTEM NOTES

PAVEMENT RESTORATION DENOTES THOSE AREAS WHERE MILLING AND PAVEMENT

RESTORATION ACTIVITIES ARE REQUIRED. LIMITS ARE SHOWN ON THE DRAWINGS.

48.

EXISTING GRAVITY SEWER MAIN SHALL REMAIN UNLESS NOTED OTHERWISE.49.

SPILL NOTES

THE INTENT OF ORANGE COUNTY IS TO CONSTRUCT SIDEWALK CURB RAMPS CONFORMING TO

ADA STANDARDS AND FDOT INDEX No. 304 AT ALL INTERSECTIONS IMPACTED BY THE UTILITY

CONSTRUCTION AND WHERE TECHNICALLY FEASIBLE. THE PAY ITEM SUMMARY INCLUDES A

QUANTITY OF ADA RAMPS EQUAL TO THE MAXIMUM NUMBER ANTICIPATED WITHOUT A

DETAILED TRAFFIC ANALYSIS.

50. FOR PROJECTS WITH GRAVITY SEWER REPAIR WORK, CONTRACTOR SHALL FIELD VERIFY ALL

POINT REPAIR LENGTHS WITH PRE-CONSTRUCTION CCTV. COORDINATE WITH OCU

INSPECTOR

5. LIMITATION OF DISTURBED AREAS

A. CONTRACTOR SHALL BE LIMITED TO 2,100 LINEAR FEET OF CONTIGUOUS DISTURBED

AREA DURING ANY TIME THROUGHOUT THE CONTRACT DURATION. THE WORK AREA

ALLOWED SHALL BE 700 LINEAR FEET OF ASPHALT ROADWAY REMOVAL, 700 LINEAR FEET

OF OPEN TRENCH AND 700 LINEAR FEET OF ASPHALT ROADWAY RESTORATION. PRIOR TO

DISRUPTION OF THE NEXT SEGMENT OF ASPHALT ROADWAY REMOVAL, THE ASPHALT

ROADWAY RESTORATION ON THE PREVIOUS SEGMENT SHALL BE UNDERWAY.

B. THE CONTRACTOR SHALL COMPLETE AND RESTORE ALL WORK THAT REQUIRES

EXCAVATION WITHIN A PUMP STATION SUBAREA (SA) BEFORE PERFORMING WORK IN

ANOTHER SA.

C. CONTRACTOR SHALL SAFEGUARD ALL OPEN EXCAVATIONS FROM BOTH VEHICLE AND

PEDESTRIAN TRAFFIC.

D. NO TRENCHES SHALL REMAIN OPEN OVERNIGHT. PRIOR TO DAILY DEMOBILIZATION FROM

THE SITE, THE CONTRACTOR SHALL BACKFILL ALL EXCAVATIONS AND PROVIDE

TEMPORARY RESTORATION OF ALL DISTURBED AREAS.

E. THE CONTRACTOR SHALL COORDINATE HIS WORK TO CONFORM TO THESE LIMITATIONS,

UNLESS OTHERWISE APPROVED, IN WRITING, BY THE RESIDENT PROJECT

REPRESENTATIVE.

34. INSTALL AIR RELEASE VALVES (ARV) AT ALL HIGH POINTS IN THE SYSTEM WHERE AIR CAN

ACCUMULATE. AIR RELEASE VALVES AND APPURTENANCES SHALL BE COLOR CODED BLUE

FOR WATER, GREEN FOR SEWER, AND PURPLE FOR RECLAIMED. STATIONING FOR AIR

RELEASE VALVES IS APPROXIMATE. CONTRACTOR TO INSTALL AIR RELEASE VALVES AT HIGH

POINTS IN MAIN.

35. WATER, SEWER, AND RECLAIMED WATER LINE MARKERS SHALL BE PLACED EVERY 1,000 FT

AND AT ALL VALVE AND DIRECTIONAL CHANGES. SEE PIPE LINE MARKING DETAIL. NO

MARKERS ARE REQUIRED AT VALVES ADJACENT TO FIRE HYDRANTS, OR IN RESIDENTIAL

SUBDIVISIONS.

36. BENCHMARK LOCATIONS AND ELEVATION ARE SHOWN IN THE PLANS AS REPRESENTED BY

SURVEYOR AT THE TIME OF SURVEY. CONTRACTOR SHALL VERIFY ITS CORRECTNESS AT

THE TIME OF CONSTRUCTION AND INSTALL HIS OWN TEMPORARY BENCHMARKS. ANY

DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OCU UTILITIES

INSPECTOR.

37. NO VALVE BOXES, METERS, PORTIONS OF MANHOLES, OR OTHER APPURTENANCES OF ANY

KIND RELATING TO ANY UNDERGROUND UTILITIES SHALL BE LOCATED IN ANY PORTION OF A

CURB-AND-GUTTER SECTION. CONTRACTOR SHALL ADVISE ENGINEER IMMEDIATELY UPON

DISCOVERY OF A POTENTIAL CONFLICT.

38. 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.

39. CONTRACTOR TO PROVIDE DETAILED AS-BUILT DRAWINGS OF ALL UTILITIES UNCOVERED IN

TRENCHES. THE AS-BUILT SHALL RECORD LOCATION, SIZE, TYPE, ELEVATION AND OWNER

OF ALL UTILITY FACILITIES UNCOVERED.

40. ALL EXISTING MAINS SHALL REMAIN IN SERVICE UNTIL THE NEWLY CONSTRUCTED MAIN(S)

ARE ACCEPTED FOR SERVICE AND ALL SERVICE ARE TRANSFERRED TO THE NEW MAIN(S).

41. CONTRACTOR TO FURNISH AND INSTALL NEW METER BOXES.

42. WHERE SHOWN ON THE PLANS, LINE STOPS WILL BE USED TO ISOLATE PORTIONS OF THE

EXISTING MAINS. THE ORANGE COUNTY UTILITIES INSPECTOR SHALL BE NOTIFIED 72 HOURS

IN ADVANCE OF LINE STOP INSTALLATION.

43. THE CONTRACTOR SHALL PROTECT EXISTING WATER METERS AND SERVICE CONNECTIONS

DURING CONSTRUCTION AND SHALL COORDINATE THE TRANSITION OF WATER SERVICE

METERS WITH ORANGE COUNTY UTILITIES. THE CONTRACTOR SHALL RELOCATE WATER.

METERS AS NECESSARY AND AS DIRECTED BY ORANGE COUNTY.

44. 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.

ALL WORK AND REQUIREMENTS FROM THE NOTES IN THIS PAGE SHALL BE A REQUIREMENT OF THE

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

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. COORDINATION AND COMMUNICATIONS WITH ORANGE COUNTY STAFF SHALL BE MADE

THROUGH THE ORANGE COUNTY UTILITIES CONSTRUCTION DIVISION INSPECTOR. CONTACT

THE OCU DISPATCH DURING EMERGENCIES.

3. THE ORANGE COUNTY UTILITIES CONSTRUCTION DIVISION SHALL BE NOTIFIED AT LEAST SEVEN

(7) DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY, OR PRIOR TO ANY ACTIVITY REQUIRING THE

PRESENCE OF OR AN ACTION BY UTILITIES STAFF SUCH AS SCHEDULING VALVE OPERATION,

PRESSURE TESTING, PIPE CONNECTION, PUMP STATION OPERATION's Or SHUTDOWN's, ETC.

4. ORANGE COUNTY UTILITIES DEPARTMENT TELEPHONE NUMBERS:

ORANGE COUNTY UTILITIES DISPATCH 407-836-2777

ORANGE COUNTY UTILITIES CONSTRUCTION DIVISION 407-254-9798

ORANGE COUNTY UTILITIES ENGINEERING DIVISION 407-254-9900

ORANGE COUNTY FIELD SERVICES 407-836-6818

5. THE CONTRACTOR SHALL PROVIDE FOR ALL BY-PASSING AND/OR HAULING OF WASTEWATER

DURING ALL INTERRUPTIONS OF FLOWS AND/OR CONNECTIONS TO THE EXISTING

WASTEWATER SYSTEM.

6. WATER, WASTEWATER AND RECLAIMED WATER VALVES, PUMP STATIONS OR OTHER UTILITY

INFRASTRUCTURE ARE TO BE OPERATED ONLY BY ORANGE COUNTY UTILITIES PERSONNEL.

ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION.

7. ALL EXISTING WATER MAIN, FORCE MAINS, GRAVITY PIPES AND OTHER UTILITY FACILITIES

WITHIN THE LIMITS OF THE PROJECT SHALL BE SUPPORTED AND PROTECTED AGAINST

DAMAGE DURING CONSTRUCTION.

8. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF

WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS, AND RECLAIMED WATER MAIN.

WATER MAINS, FORCE MAINS, GRAVITY MAIN, AND RECLAIMED WATER MAIN LOCATIONS

SHOWN ON THE PLANS ARE NOT EXACT OR GUARANTEED. THE CONTRACTOR IS RESPONSIBLE

FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS.

9. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL

FIELD VERIFY THE EXISTENCE AND LOCATION OF ALL ABOVE GROUND AND UNDERGROUND

UTILITIES. CONTRACTOR SHALL CONTACT UTILITY OWNERS, INCLUDING FIBER OPTICS

COMPANIES, AT LEAST SEVEN (7) DAYS PRIOR TO CONSTRUCTION AND A MINIMUM OF 48

HOURS PRIOR TO ANY EXCAVATION. EXTREME CAUTION SHALL BE EXERCISED IN AREAS OF

FIBER OPTICS.

10. IMMEDIATELY AT ONSET OF CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY HORIZONTAL

AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES CRITICAL TO COMPLETING THE

PROJECT (INCLUDING WATER, SEWER, RECLAIMED WATER, POWER, TELEPHONE, GAS, AND

CABLE TV) AND SHALL EVALUATE POTENTIAL CONFLICTS IN A WRITTEN REPORT. ANY

CONFLICTS SHALL BE REPORTED TO ENGINEER/OWNER IMMEDIATELY UPON DISCOVERY AND

DETAILED IN THE REPORT.

11. 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.

12. 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.

13. ALL ASBESTOS CEMENT PIPE SHALL BE TAKEN OUT OF SERVICE, GROUTED AND ABANDONED

IN PLACE UNLESS NOTED ON PLANS TO BE REMOVED. AC PIPE TO BE REMOVED, SHALL BE

REMOVED AND DISPOSED OF ACCORDING TO STATE AND FEDERAL REGULATIONS.

14. SUPPORT AND PROTECT ALL EXISTING UTILITIES. CONTRACTOR SHALL CONTACT UTILITY

OWNERS FOR LOCATION OF ALL EXISTING FACILITIES. CONTRACTOR SHALL BE RESPONSIBLE

FOR COORDINATING WITH UTILITY OWNERS AND BE RESPONSIBLE FOR PROVIDING

TEMPORARY SUPPORT FOR UTILITY POLES AND ALL OTHER UTILITIES DURING CONSTRUCTION.

15. THE UTILITIES IMPROVEMENTS AND ADJUSTMENT SHOWN ON THESE DRAWINGS ARE

INTENDED TO MAINTAIN THE INTEGRITY OF THE ORANGE COUNTY WATER, WASTEWATER, AND

RECLAIMED WATER SYSTEMS. THE DRAWINGS DO NOT INCLUDE WORK PERFORMED ON, OR

FOR UTILITY SYSTEMS OWNED BY OTHERS, UNLESS STATED OTHERWISE ON THE DRAWINGS.

16. FLUSHING, HYDROSTATIC TESTING AND DISINFECTING OF WATER MAINS SHALL BE

PERFORMED BY T`HE CONTRACTOR IN ACCORDANCE WITH AWWA SPECIFICATIONS C-600,

C-651 AND APPLICABLE SECTIONS OF THE ORANGE COUNTY STANDARDS AND CONSTRUCTION

SPECIFICATIONS MANUAL. FITTINGS AND MINOR REPLACEMENT SEGMENTS REQUIRED TO

MAKE CONNECTIONS TO EXISTING WATER LINES SHALL BE THOROUGHLY DISINFECTED BY

SWABBING THE ENTIRE INTERIOR WITH A MINIMUM 5% CHLORINE SOLUTION PRIOR TO

INSTALLATION. CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT, MATERIALS, AND

MANPOWER TO ACCOMPLISH THESE OPERATIONS. AUTHORIZED ORANGE COUNTY UTILITIES

PERSONNEL SHALL BE PRESENT DURING THE TEST. COORDINATE WITH ORANGE COUNTY

UTILITIES INSPECTOR AT LEAST SEVEN (7) DAYS PRIOR TO START THIS WORK.

17. 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 HALL 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.

18. SEE DETAIL SHEET FOR SEPARATION REQUIREMENTS BETWEEN WATER MAINS, SEWER

MAINS AND OTHER PIPELINES AND MAINS. NO CONCRETE ENCASEMENT OF PIPES WILL BE

PERMITTED.

19. ALL PVC WATER AND SEWER MAIN AND RECLAIMED WATER MAIN SHALL CONFORM TO AWWA

C900, DR 18, OR C905, DR 25. ALL DUCTILE IRON WATER MAIN PIPE SHALL CONFORM TO

ANSI/AWWA A21.51/C151. ALL PVC PRESSURE PIPE SHALL USE DUCTILE IRON FITTINGS.

20. ALL PIPE, PIPE FITTINGS AND APPURTENANCES INSTALLED UNDER THIS PROJECT WILL BE

COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH 62-555.320 (21) (B) 3,

F.A.C., USING BLUE AS A PREDOMINANT COLOR FOR WATER; GREEN FOR WASTEWATER;

PURPLE FOR RECLAIMED WATER.

21. ALL BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY AS

MEASURED BY AASHTO T-180 METHOD 'D' TEST (MODIFIED PROCTOR) IN OPEN AREAS AND TO

NOT LESS THAN 98% MAXIMUM DRY DENSITY AS MEASURED BY AASHTO T-180 METHOD 'D'

TEST (MODIFIED PROCTOR) UNDER ASPHALT OR CONCRETE PAVEMENT AND WITHIN 3-FT OF

PAVEMENT. ALL SOIL TESTING TO BE CONDUCTED BY THE COUNTY. THE CONTRACTOR

SHALL PROVIDE ALL REASONABLE ASSISTANCE DURING SOIL TESTING.

22. PIPE LENGTHS SHOWN ON PLANS ARE APPROXIMATE. ACTUAL LENGTHS ARE TO BE

VERIFIED BY THE CONTRACTOR PRIOR TO, AND DURING CONSTRUCTION.

23. ALL NORTHING AND EASTING COORDINATES ARE BASED ON THE STATE PLANE COORDINATE

SYSTEM. STATIONING IS FOR REFERENCE ONLY.

24. MAINTAIN EMERGENCY VEHICLE ACCESS TO ALL BUSINESSES AND RESIDENCES AT ALL

TIMES.

25. LOCAL RESIDENTIAL ACCESS SHALL BE MAINTAINED AT ALL TIMES. PROVIDE WRITTEN

NOTIFICATION TO RESIDENTS SEVEN (7) DAYS PRIOR TO IMPLEMENTING ANY ROADWAY OR

DRIVEWAY CLOSURE.

26. ALL MAINS SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS. A MINIMUM COVER OF

36-INCHES SHALL BE MAINTAINED ON ALL MAINS, WHERE IT IS NOT OTHERWISE SPECIFIED ON

PLANS OR DIRECTED BY THE ENGINEER.

27. ALL PIPES SHALL BE RESTRAINED IN ACCORDANCE WITH THE RESTRAINT TABLES SHOWN ON THE DETAIL SHEETS. IN ADDITION, ALL FITTINGS SHALL BE MECHANICAL JOINT RESTRAINED.

NO THRUST BLOCKS SHALL BE PERMITTED. RESTRAIN EXISTING PIPE WHERE REQUIRED IN

ACCORDANCE WITH THE RESTRAINT TABLES.

28. COMPLETE ALL CONSTRUCTION WITHIN RIGHT OF WAY LIMITS AND EASEMENT LIMITS,

UNLESS OTHERWISE NOTED.

29. PIPE SIZES SHOWN ON PLANS ARE MINIMUM INSIDE DIAMETER.

30. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED BY FDEP. DO NOT CONNECT ANY

PROPOSED WATER MAIN TO ANY EXISTING WATER MAIN UNLESS CLEARED BY FDEP.

31. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER

THE PROPOSED CONNECTION PROCEDURE AND WORK SCHEDULE HAVE BEEN REVIEWED

AND ACCEPTED BY THE OWNER. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO

THE OWNER A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO SCHEDULING ANY

CONNECTIONS. THE REQUEST SHALL REFERENCE THE COMPLETED PROFESSIONAL LAND

SURVEYOR CERTIFIED AS-BUILT RECORD DRAWINGS PREVIOUSLY SUBMITTED AND SHALL

OUTLINE THE FOLLOWING:

A. POINTS OF CONNECTION, FITTINGS TO BE USED, METHODS OF FLUSHING AND

DISINFECTION AND VERIFICATION OF RESTRAINT ON EXISTING PIPE.

B. ESTIMATED CONSTRUCTION TIME FOR THE CONNECTIONS.

THE OWNER SHALL REVIEW THE SUBMITTAL WITHIN FIVE (5) WORKING DAYS AFTER

RECEIVING IT AND INFORM THE CONTRACTOR REGARDING APPROVAL OR DENIAL OF THE

REQUEST. IF THE OWNER REJECTS THE REQUEST, THE CONTRACTOR SHALL RESUBMIT THE

REQUEST MODIFYING IT IN A MANNER ACCEPTABLE TO THE OWNER. ALL CONNECTIONS

SHALL ONLY BE MADE ON THE AGREED UPON DATE AND TIME. SHOULD THE CONTRACTOR

NOT INITIATE AND COMPLETE THE CONNECTION WORK IN THE AGREED UPON MANNER, HE

SHALL BE REQUIRED TO RESCHEDULE THE CONNECTION BY FOLLOWING THE PROCEDURE

OUTLINED ABOVE. THE CONTRACTOR SHALL NOT OPERATE ANY VALVES IN THE SYSTEM.

MAINS SHALL NOT BE PLACED IN SERVICE UNTIL CLEARANCE IS RECEIVED FROM FDEP.

AS-BUILT DRAWINGS MUST BE COMPLETED AND SUBMITTED PRIOR TO WATER MAIN

CHLORINATION.

32. PROTECT EXISTING IMPROVEMENTS TO THE MAXIMUM EXTENT POSSIBLE. RESTORE ALL

EXISTING IMPROVEMENTS AND DISTURBED AREAS TO ORIGINAL CONDITION. PAVEMENT TO

BE RESTORED IN ACCORDANCE WITH THE PAVEMENT RESTORATION DETAILS SHOWN ON

THE CONSTRUCTION DETAIL SHEETS. ALL DAMAGED SIDEWALK, ROADWAY PAVEMENT AND

OTHER IMPROVEMENTS SHALL BE RESTORED TO ORIGINAL CONDITION.

33. ALL COUNTY ROADS TO BE OPEN CUT AND ALL JACK & BORE OPERATION SHALL BE

APPROVED BY ORANGE COUNTY PUBLIC WORKS TRAFFIC ENGINEERING. CONTACT OCPW

TRAFFIC ENGINEERING AT 407-836-7900. SUBMIT A MAINTENANCE OF TRAFFIC (MOT) PLAN

CONFORMING TO ORANGE COUNTY RIGHT-OF-WAY UTILIZATION REGULATIONS TO ORANGE

COUNTY PUBLIC WORKS A MINIMUM OF FOURTEEN (14) DAYS PRIOR TO ANY WORK WITHIN

COUNTY RIGHT-OF-WAY. A COPY OF THIS PLAN SHALL ALSO BE SUBMITTED TO THE

ENGINEER AND UTILITY COUNTY INSPECTOR. NOTIFY THE COUNTY ENGINEER 48 HOURS

PRIOR TO ANY OPEN CUT OF ROADWAYS OR JACK AND BORE OPERATIONS WITHIN THE

COUNTY RIGHT-OF-WAY. TWO WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES DURING THE

COURSE OF CONSTRUCTION. MAINTAIN A SET OF COUNTY APPROVED CONSTRUCTION

PLANS AND MOT PLANS AT THE CONSTRUCTION SITE AT ALL TIMES WHEN WORKING WITHIN

THE COUNTY RIGHT-OF-WAY.

CONTRACTOR SHALL ADJUST VALVE BOXES, AIR RELEASE VALVES, FIRE HYDRANTS,

MANHOLE COVERS AND ETC. TO FINAL ROADWAY GRADES.

45.

46. ON PVC PIPE NO HORIZONTAL/VERTICAL PIPE DEFLECTION WILL BE ALLOWED. CONTRACTOR

SHALL USE FITTINGS TO OBTAIN THE REQUIRED CLEARANCES. ON DUCTILE IRON PIPE

CONTRACTOR SHALL NOT EXCEED 75% OF THE MANUFACTURERS RECOMMENDATION FOR

PIPE DEFLECTION, OTHERWISE USE FITTINGS TO OBTAIN REQUIRED CLEARANCES. ALL

FITTINGS SHALL BE ADDED TO THE COORDINATE ASSET ATTRIBUTE TABLE.

EMERGENCY WASTEWATER SPILL, WATER MAIN BREAK, RECLAIMED WATER MAIN BREAK

PROCEDURES:

1. THE ORANGE COUNTY UTILITY DISPATCH OPERATOR SHALL BE NOTIFIED IMMEDIATELY IN

THE EVENT OF A FORCE MAIN, GRAVITY SEWER, WATER MAIN OR RECLAIMED WATER MAIN

BREAK OR DAMAGE.

2. ALL DAMAGE TO ORANGE COUNTY'S MAINS SHALL BE REPAIRED IMMEDIATELY BY THE

CONTRACTOR AT THE CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT MADE IN A TIMELY

AND APPROVED MANNER, AS DETERMINED BY THE ORANGE COUNTY UTILITIES INSPECTOR,

ORANGE COUNTY MAY PERFORM THE REPAIRS AND THE CONTRACTOR WILL BE CHARGED

FOR THE REPAIRS.

47. ALL EXISTING PIPE LOCATIONS ARE APPROXIMATE. CONTRACTOR IS TO FIELD VERIFY

LOCATION, DEPTH, AND SIZE PRIOR TO CONSTRUCTION.

1. WHEN BYPASING IS NEEDED TO COMPLETE THE UTILITY WORK, CONTRACTOR SHALL BE

RESPONSIBLE FOR ESTABLISHING ADEQUATE BYPASS PUMPING TO MAINTAIN WASTEWATER

SERVICE TO ALL RESIDENTS.

2. CONTRACTOR SHALL SUBMIT TO THE COUNTY A WRITTEN BYPASS PLAN FOR APPROVAL AND

ACCEPTANCE PRIOR TO CONSTRUCTION.

3. CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS AND PROVISIONS AS SPECIFIED IN

SECTION 02720 OF THE CONTRACT DOCUMENTS.

1. EXISTING SANITARY SEWER LATERAL LOCATIONS SHALL BE FIELD VERIFIED.

2. SANITARY SEWER LATERALS WITHIN THE RIGHT OF WAY SHALL BE REMOVED AND

REPLACED/CONSTRUCTED WITH MINIMUM 6" PVC AND INCLUDE A 6" CLEANOUT FOR

EACH SERVICE. (SEE SERVICE LATERAL DETAIL, SHEET D-02.)

3. EXISTING CURB, SIDEWALK AND/OR CONCRETE DRIVES SHALL BE REMOVED AND

REPLACED AS REQUIRED TO ACCOMMODATE GRAVITY SEWER MAIN, SEWER LATERAL,

WATER MAIN AND RECLAIMED WATER MAIN INSTALLATION. ALL CURB, SIDEWALK AND/OR

CONCRETE DRIVES DAMAGED OUTSIDE NORMAL TRENCH WIDTH CONSTRUCTION SHALL BE

REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST.

4. EXISTING STORMWATER AND DRAINAGE PIPING AND/OR STRUCTURES ARE TO BE

SUPPORTED OR REMOVED AND REPLACED AS REQUIRED TO ACCOMMODATE WATER MAIN,

RECLAIMED WATER MAIN, OR SEWER MAIN INSTALLATION.

6. ALL EXISTING WATER MAINS PLACED OUT OF SERVICE BY NEW WATER MAINS AND SERVICES

SHALL BE REMOVED

7. ALL NEW WATER MAINS UNDER PAVEMENT SHALL BE RESTRAINED PER OCU STANDARDS.

8. CONTRACTOR SHALL NOTIFY FIBER OPTICS COMPANIES SEVEN (7) DAYS PRIOR TO ANY

CONSTRUCTION. EXTREME CAUTION SHALL BE EXERCISED IN AREAS OF FIBER OPTICS.

9. ALL FITTINGS ON EXISTING MAINS ARE ASSUMED TO HAVE THRUST BLOCKS. CONTRACTOR

SHALL USE CAUTION WHEN WORKING IN THESE AREAS.

10. DURING CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR SHALL COMPLY WITH ALL

LOCAL, STATE AND FEDERAL SAFETY STANDARDS. CONTRACTOR SHALL BE RESPONSIBLE

FOR MAINTAINING SERVICE (WATER AND WASTEWATER) TO ALL RESIDENTS DURING

CONSTRUCTION.

11. ALL EXISTING SEWER PIPE (INCLUDING LATERALS) AND STRUCTURES SHALL BE REMOVED

UNLESS OTHERWISE SHOWN ON THE DRAWINGS.

12. CONTRACTOR SHALL REPAIR OR REPLACE, AT HIS EXPENSE, ALL TREES, SHRUBS AND

LANDSCAPING THAT IS REMOVED OR DAMAGED DURING CONSTRUCTION. ALL ITEMS THAT ARE

REPLACED SHALL BE OF LIKE SIZE AND SPECIES.

13. CONTRACTOR SHALL USE WATER TIGHT PLUGS AT ALL TIMES. PLYWOOD, PLASTIC OR FILTER

FABRIC IS NOT ACCEPTABLE.

14. ALL TEMPORARY ROAD REPAIR SHALL HAVE A SMOOTH DRIVING SURFACE.

15. CONTRACTOR SHALL PROVIDE TEMPORARY REPAIR OF ALL DRIVEWAYS ON THE SAME DAY

THE PIPE IS INSTALLED.

GENERAL CONSTRUCTION NOTES

PUBLIC SIDEWALK CURB RAMPS

AutoCAD SHX Text

ORANGE COUNTY

AutoCAD SHX Text

ENGINEERING DIVISION

AutoCAD SHX Text

UTILITIES DEPARTMENT

AutoCAD SHX Text G:\IM\PROJECTS\FL_ORANGE_CO\80071_INTERNATIONALDRIVERWMREPAIR_19\DATA\CAD\CURRENT\80071 SHT 2-5 GENERAL G101-G104.DWG

1. THE INTENT OF ORANGE COUNTY IS TO CONSTRUCT SIDEWALK CURB RAMPS CONFORMING TO

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY: JM

DRAWN BY: BW

CHECKED BY: KMS

OCU FILE NO.:

CADD FILE: 13

KENNETH M. SELF, P.E.

FLORIDA LICENSE # 88741

WOOLPERT

(COA 7685)

3165 McCrory Place Suite 115

Orlando, FL 32803 www.woolpert.com

INTERNATIONAL DRIVE RECLAIMED WATER MAIN

REPLACEMENT AT DARYL CARTER PARKWAY

ORANGE COUNTY, FLORIDA

1. THE MAINTENANCE OF TRAFFIC (M.O.T.) PLAN IS TO BE SUBMITTED BY THE APPLICANT TO THE ENGINEER

FOR APPROVAL BEFORE UTILIZATION.

2. THE MAINTENANCE OF TRAFFIC (M.O.T) SHALL MEET ALL THE REQUIREMENTS OF THE FDOT STANDARD

INDEX 600 SERIES.

3. THE M.O.T. PLAN SHALL BE SUBMITTED AS A SHOP DRAWING AT THE FDOT AND ORANGE COUNTY UTILITIES

DEPARTMENT PROJECT PRE-CONSTRUCTION CONFERENCE.

4. THE M.O.T. PLAN SHALL BE REVIEWED AND APPROVED BY FDOT AND THE ORANGE COUNTY TRAFFIC

ENGINEER BEFORE ACCEPTANCE BY THE ORANGE COUNTY UTILITIES DEPARTMENT.

5. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" PUBLISHED BY U.S. DEPARTMENT OF TRANSPORTATION, AND THE STATE OF FLORIDA'S "MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND

UTILITY OPERATIONS."

6. A COVER LETTER FOR THE M.O.T. PLAN SHALL BE SUBMITTED AND SHALL INCLUDE:

A) DATES AND ANTICIPATED DURATION OF ROAD CLOSURE

B) DATE AND TIME THE ROAD CLOSURE WILL BEGIN

C) LOCATION OF ROAD CLOSURE

D) REASON FOR ROAD CLOSURE

E) COMPLETE ALTERNATE AND DETOUR ROUTES

7. THE M.O.T. PLAN SHALL INCLUDE ALL SIGNS SHOWN ON A SCALED DETOUR PLAN SHEET WITH THE APPROPRIATE REFERENCE NUMBERS AS NOTED IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

8. THE PLACEMENT OF EACH SIGN ON THE DETOUR PLAN SHEET SHALL BE DIMENSIONED FROM REFERENCE

POINTS THAT CAN BE INDENTIFIED IN THE FIELD.

9. FLASHERS SHALL BE PLACED ON ALL BARRICADES AND CONSTRUCTION WARNING SIGNAGE IF THE DETOUR

PLAN IS TO EXTEND INTO THE EVENING HOURS.

10. THE M.O.T. PLANS SHALL BE SIGNED AND SEALED BY A REGISTERED ENGINEER IN THE STATE OF FLORIDA WHO IS EXPERIENCED IN TRANSPORTATION ENGINEERING. ANY CHANGES MADE TO THE TRAFFIC

CONTROL PLAN BY THE CONTRACTOR SHALL BE SIGNED AND SEALED BY A REGISTERED

PROFESSIONAL ENGINEER AND APPROVED BY THE TRAFFIC CONTROL MANAGER PRIOR TO

IMPLEMENTATION.

11. ONCE THE ORANGE COUNTY TRAFFIC ENGINEER APPROVES THE M.O.T. PLAN, THE PLAN WILL BE RECOMMENDED FOR APPROVAL TO THE ORANGE COUNTY BOARD OF COUNTY COMMISSIONERS (BCC) BY THE COUNTY TRAFFIC ENGINEER. COMPLETE BACK-UP INFORMATION COPIES WILL BE FILED AT THE

TRAFFIC PERMITS SECTION.

12. THE COUNTY TRAFFIC ENGINEER SHALL BE RESPONSIBLE FOR NOTIFYING THE APPLICANT OF THE ORANGE

COUNTY BCC DECISION.

13. ONCE THE DETOUR PLAN IS PROCESSED, THE APPLICANT SHALL BE RESPONSIBLE FOR NOTIFYING THE MEDIA (I.E., RADIO, TELEVISION, AND THE NEWSPAPERS), AT LEAST SEVEN (7) DAYS IN ADVANCE OF ANY ROAD CLOSURE. APPLICANT SHALL PLACE IN THE LOCAL NEWSPAPER, A NOTICE OF CONSIDERABLE SIZE, NOTIFYING THE PUBLIC OF THE LOCATION AND DURATION OF CLOSURE. ALL EMERGENCY RESPONSE AGENCIES, AMBULANCE SERVICE, FIRE DEPARTMENT, POLICE AUTHORITIES (SPECIFICALLY THE FLORIDA HIGHWAY PATROL AND ORANGE COUNTY SHERIFFS DEPARTMENT) AND THE COUNTY SCHOOL BOARD'S

TRANSPORTATION DEPARTMENT SHALL BE NOTIFIED BY TELEPHONE, FOLLOWED BY A LETTER.

14. QUESTIONS PERTAINING TO THE M.O.T. / DETOUR PLAN SHALL BE ADDRESSED TO THE COUNTY TRAFFIC

ENGINEER.

15. THE APPLICANT SHALL BE REQUIRED TO MAINTAIN INGRESS / EGRESS TO EXISTING BUSINESS

ESTABLISHMENTS AND IMPROVED RESIDENTIAL PROPERTY AT ALL TIMES.

16. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (2009 EDITION) AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) DESIGN STANDARDS

(2009 EDITION)

17. THE CONTRACTOR SHALL CONTACT FDOT MAINTENANCE AND ORANGE COUNTY ONE (1) WEEK PRIOR TO

THE START OF ANY PHASE OF WORK TO REQUEST STREET, LANE OR SIDEWALK CLOSURE

AUTHORIZATIONS.

18. ROAD CLOSURES WILL REQUIRE A MESSAGE BOARD LETTING CITIZENS KNOW OF ROADWAY CLOSURE 10

DAYS IN ADVANCE.

19. LOCAL RESIDENTIAL / BUSINESS ACCESS SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE RESIDENTS / BUSINESSES AFFECTED BY CONSTRUCTION ACTIVITIES ONE (1) WEEK IN ADVANCE OF THE START OF ANY PHASE OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE COPIES OF THE NOTIFICATION TO THE TRAFFIC CONTROL MANAGER PRIOR

TO DISTRIBUTION.

20. THE CONTRACTOR SHALL NOTIFY THE ORANGE COUNTY SCHOOL BOARD SAFETY MANAGER AT (407) 521-2339 ONE (1) WEEK IN ADVANCE OF THE START OF ANY PHASE OF CONSTRUCTION TO COORDINATE

SCHOOL BUS RE-ROUTING.

21. ORANGE COUNTY RESERVES THE RIGHT TO REQUIRE ADDITIONAL DEVICES AND / OR CHANGES TO THE

TRAFFIC CONTROL PLAN BASED UPON CHANGING TRAFFIC CONDITIONS.

21. CONTRACTOR SHALL NOTIFY LYNX BUS SERVICE AT (407) 841-2279 A MINIMUM OF ONE (1) WEEK PRIOR TO

IMPLEMENTING ANY STREET CLOSURE OR DETOUR PLAN TO COORDINATE BUS RE-ROUTING.

22. IF TEMPORARY MARKINGS ARE REQUIRED ON FRICTION COURSE SURFACES, ALL MARKINGS SHALL BE INSTALLED USING 3M BRAND STAMARK REMOVABLE TAPE, SERIES 750, WET REFLECTIVE TEMPORARY

TAPE. THE USE OF "FOIL BACK" TYPES OF TEMPORARY TAPE IS NOT PERMITTED.

23. 3M BRAND REMOVABLE BLACK MASK TAPE, SERIES 145, IS THE ONLY APPROVED MATERIAL FOR "BLACKING OUT" OF EXISTING PAVEMENT MARKINGS ON FINAL ROADWAY SURFACES. UNDER NO CIRCUMSTANCES

WILL BLACK PAINT OR GRINDING BE PERMITTED.

24. PAINT PRODUCTS AND RETRO-REFLECTIVE PAVEMENT MARKERS WILL BE CONSIDERED TEMPORARY

PAVEMENT MARKING MATERIALS ON SURFACES THAT ARE TO BE MILLED AND RESURFACED.

25. EXISTING PAVEMENT MARKINGS WHICH ARE OBLITERATED SHALL BE RESTORED TO ORIGINAL CONDITION UPON COMPLETION OF CONSTRUCTION AND PRIOR TO REINSTATING VEHICULAR TRAFFIC.

26. ALL SIGNS AND TRAFFIC CONTROL DEVICES SHALL BE NEW OR LIKE NEW CONDITION. ALL SIGNS SHALL BE

POST MOUNTED UNLESS OTHERWISE INDICATED.

27. CHANNELIZING DRUMS SHALL BE USED ON NEWLY PAVED ROADWAYS.

28. DURING NON-WORKING HOURS, NO EQUIPMENT, VEHICLES, OR MATERIAL SHALL BE PARKED OR STORED

WITHIN THE CLEAR ZONE OF A ROADWAY OPEN TO VEHICULAR TRAFFIC.

29. EXISTING REGULATORY AND WARNING SIGNS ARE TO BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE

NOTED. ALL EXISTING SIGNS, WHICH CONFLICT WITH THE TRAFFIC CONTROL PLAN DURING A

CONSTRUCTION PHASE SHALL BE REMOVED OR COVERED AS NECESSARY. THE CONTRACTOR SHALL MAINTAIN AND RELOCATE EXISTING ROADWAY SIGNS AS CONDITIONS WARRANT IN EACH PHASE, THROUGHOUT THE DURATION OF CONSTRUCTION. THE COST OF THESE SIGNING OPERATIONS IS TO BE

INCLUDED IN THE LUMP SUM MAINTENANCE OF TRAFFIC.

30. PEDESTRIAN TRAFFIC CONTROL SHALL BE MAINTAINED ON ONE (1) SIDE OF THE ROAD AT ALL TIMES. IF UNABLE TO DO SO, THE CONTRACTOR SHALL PROVIDE TEMPORARY WALKWAYS, BOARDWALKS, AND/OR

TEMPORARY CONCRETE SIDEWALKS.

31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT EACH EMPLOYEE SUPERVISING THE SELECTION AND PLACEMENT OF MAINTENANCE OF TRAFFIC (M.O.T.) CONTROL DEVICES SHALL BE PROPERLY TRAINED BY ATTENDING AND SUCCESSFULLY COMPLETING AN FDOT APPROVED M.O.T.

COURSE. THE TRAINING SHALL BE AT A LEVEL APPLICABLE TO THE EMPLOYEE LEVEL OF INVOLVEMENT.

COPIES OF CERTIFICATIONS SHALL BE PROVIDED TO ORANGE COUNTY PRIOR TO IMPLEMENTING ANY

PHASE OF M.O.T.

32. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL SUPERVISOR (T.C.S.) WHO IS RESPONSIBLE FOR INITIATING, INSTALLING, AND MAINTAINING ALL TRAFFIC CONTROL DEVICES WITHIN FDOT

RIGHT-OF-WAY, THE T.C.S. MUST BE CERTIFIED BY FDOT.

33. THE T.C.S. SHALL BE AVAILABLE ON A TWENTY-FOUR (24) HOUR PER DAY BASIS, PARTICIPATE IN ALL

CHANGES TO TRAFFIC CONTROL, AND REVIEW THE PROJECT ON A DAY-TO-DAY BASIS.

34. THE T.C.S. SHALL BE PRESENT DURING THE INITIAL SETUP OF THE TRAFFIC CONTROL PLAN AND ALL

SUBSEQUENT PHASES OR CHANGES TO THE TRAFFIC CONTROL.

35. THE T.C.S. SHALL IMMEDIATELY CORRECT ALL DEFICIENCIES.

36. THE CONTRACTOR SHALL ENSURE THAT THE T.C.S. IS AVAILABLE ON-SITE WITHIN FORTY-FIVE (45) MINUTES OF NOTIFICATION OF AN EMERGENCY SITUATION AND IS PREPARED TO RESPOND TO AND CORRECT THE

TRAFFIC CONTROL OR PROVIDE ALTERNATE ARRANGEMENTS FOR CORRECTIVE ACTIONS.

37. THE T.C.S. SHALL BE RESPONSIBLE FOR PERFORMING WEEKLY, DAY TIME, AND NIGHT TIME INSPECTIONS

OF ALL TRAFFIC CONTROL DEVICES, TRAFFIC FLOW, PEDESTRIAN AND BICYCLIST MOVEMENT

THROUGH THE WORK AREA AND BUSINESS ACCOMMODATIONS.

38. ORANGE COUNTY MAY DISQUALIFY AND REMOVE FROM THE PROJECT A T.C.S. THAT FAILS TO COMPLY

WITH THESE PROVISIONS. ORANGE COUNTY MAY ALSO SUSPEND ALL WORK ACTIVITIES UNTIL

CORRECTIVE ACTIONS HAVE BEEN COMPLETED.

39. THE CONTRACTOR SHALL EITHER BACKFILL OR COVER BY AN APPROVED METHOD ALL OPEN TRENCHES AT

THE END OF EACH WORK PERIOD.

40. THE CONTRACTOR SHALL REPLACE ANY VEHICLE DETECTION LOOPS DAMAGED DURING

CONSTRUCTION, AS PER THE ORIGINAL CONTRACT PLANS.

41. MODIFICATIONS TO OR RELOCATION OF SIGNALS SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAINTENANCE MODIFICATIONS OR RELOCATIONS DURING EACH PHASE OF CONSTRUCTION. PAYMENT FOR ALL SIGNAL HEAD RELOCATIONS, MODIFICATIONS, AND TEMPORARY SIGNALIZATION SHALL BE INCLUDED AS PART OF THE LUMP SUM MAINTENANCE OF TRAFFIC.

42. ARROWS ON M.O.T. PLANS DENOTE DIRECTION OF TRAFFIC ONLY AND DO NOT REFLECT PAVEMENT

MARKINGS. PAVEMENT MARKINGS HAVE BEEN LABELED AS NECESSARY.

43. TRAFFIC SHALL BE MAINTAINED ON PAVED SURFACES AT ALL TIMES.

44. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES FOR THE ENTIRE PROJECT.

45. CHANNELIZING DEVICES ERECTED ALONG SIDE STREETS, BUSINESS DRIVEWAYS, AND RESIDENTIAL DRIVEWAYS SHALL BE SPACED AT TEN (10) INCHES CENTER-TO-CENTER ALONG THE RETURN RADIUS UNLESS

OTHERWISE NOTED.

46. ALL TEMPORARY PAVEMENT SHALL UTILIZE A FIRM AND UNYIELDING BASE WITH TWO (2) INCH ASPHALT PAVEMENT. ASPHALT PAVEMENT SHALL ADHERE TO PAVEMENT DESIGN FOR NEW ROADWAY. TEMPORARY PAVEMENT SHALL BE REPAIRED AS NEEDED OR AS DIRECTED BY THE ENGINEER AND PAYMENT SHALL BE

INCLUDED IN THE LUMP SUM MAINTENANCE OF TRAFFIC.

MAINTENANCE OF TRAFFIC NOTES:

G103

MAINTENANCE OF TRAFFIC NOTES

AutoCAD SHX Text

ORANGE COUNTY

AutoCAD SHX Text

ENGINEERING DIVISION

AutoCAD SHX Text

UTILITIES DEPARTMENT

G:\IM\PROJECTS\FL_ORANGE_CO\80071_INTERNATIONALDRIVERWMREPAIR_19\DATA\CAD\CURRENT\80071 SHT 2-5 GENERAL G101-G104.DWG

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY: JM

DRAWN BY: BW

CHECKED BY: KMS

OCU FILE NO.:

CADD FILE: 13

KENNETH M. SELF, P.E.

FLORIDA LICENSE # 88741

WOOLPERT

(COA 7685)

3165 McCrory Place Suite 115

Orlando, FL 32803 www.woolpert.com

INTERNATIONAL DRIVE RECLAIMED WATER MAIN

REPLACEMENT AT DARYL CARTER PARKWAY

ORANGE COUNTY, FLORIDA

AC ASBESTOS CEMENT

ALUM. ALUMINUM

APPROX. APPROXIMATELY

ASPH. ASPHALT

ASSEM. ASSEMBLY

BE BURIED ELECTRIC

BL BASELINE

B.M. BENCHMARK

B.O. BLOWOFF

BT BURIED TELEPHONE

B.F.V. BUTTERFLY VALVE

CATV CABLE TELEVISION

C.B. CATCH BASIN

C.F.S. CUBIC FEET PER SECOND

CIP CAST IRON PIPE

CL CENTERLINE

C.M. CONCRETE MONUMENT

C.M.P. CORRUGATED METAL PIPE

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCT

CONT. CONTINUOUS

CORP. CORPORATION

C.V. CHECK VALVE

DBL. DOUBLE

DHW DESIGN HIGH WATER

DIA. DIAMETER

DIP DUCTILE IRON PIPE

DWLS. DOWELS

DWG. DRAWING

ELEC ELECTRIC

EA. EACH

EFF EFFLUENT

ELEV. ELEVATION

EMB. EMBED OR EMBEDDED

E/P EDGE OF PAVEMENT

ESMT. EASEMENT

E.W. EACH WAY

EXIST. EXISTING

EXP. JT. EXPANSION JOINT

F.D. FLOOR DRAIN

F.D.E.P. FLORIDA DEPT. OF

ENVIRONMENTAL PROTECTION

F.D.O.T. FLORIDA DEPT. OF

TRANSPORTATION

F.F. FINISHED FLOOR

F.H. FIRE HYDRANT

FLG. FLANGE

FL. FLOW LINE

FM FORCEMAIN

FT. FEET

FTG. FOOTING

GA GAUGE

GAL. GALLONS

GEN. GENERATOR

GRD. GROUND

G.S.P. GALVANIZED STEEL PIPE

GM GAS MAIN

GPM GALLONS PER MINUTE

GV GATE VALVE

HB HOSE BIBB

HDWL. HEADWALL

HT. HEIGHT

HP HIGH POINT

HORIZ. HORIZONTAL

H.W.L. HIGH WATER LEVEL

I.D. INSIDE DIAMETER

IN. INCHES

INV. INVERT

I.P. IRON PIPE

I.R. IRON ROD

J.B. JUNCTION BOX

JUNC. JUNCTION

LAT. LATERAL

LF LINEAR FEET

REF:NNNNN REFERENCE MADE TO AN APPLICABLE

SECTION(S) OF THE TECHNICAL SPECIFICATIONS

LOCATES SUNSHINE ONE CALL----------------------------------- 800-432-4770

ELECTRIC DUKE ENERGY-------------------------------------------- 407-398-6670

GAS TECO PEOPLES GAS------------------------------------ 407-420-6609

FIBER OPTIC COMMCAST COMMUNICATIONS--------------------- 407-312-5944

FIBER OPTIC LEVEL 3 COMMUNICATIONS--------------------------- 720-888-2061

PHONE BRIGHT HOUSE NETWORKS-------------------------- 407-532-8509, 407-532-8520

UTILITIES ORANGE COUNTY DISPATCH ------------------------ 407-836-2777 (24-HR ASSISTANCE)

WMWM

LEGEND

GUY WIRE AND ANCHOR EXISTING STORM PIPE

CAP EXISTING BURIED TELEPHONE

PLUG EXISTING FIBER OPTIC CABLE

BENCHMARK EXISTING BURIED ELECTRIC

TREE (TYPE & SIZE NOTED) EXISTING OVERHEAD ELECTRIC

SHRUB EXISTING CABLE TV (BURIED)

PROPOSED ELEVATION EXISTING ELEVATION

PROPOSED FORCE MAIN EXISTING FORCE MAIN

PROPOSED GRAVITY MAIN EXISTING GRAVITY MAIN

PROPOSED WATER SERVICE EXISTING WATER MAIN

PROPOSED CHAIN-LINK FENCE EXISTING CHAIN-LINK FENCE

PROPOSED WOOD FENCE EXISTING WOOD FENCE

PROPOSED POWER POLE EXISTING POWER POLE

PROPOSED MANHOLE (SPECIFY) EXISTING MANHOLE (SPECIFY)

PROPOSED VALVE (SPECIFY) EXISTING VALVE (SPECIFY)

PROPOSED WATER METER EXISTING WATER METER

PROPOSED BACK-FLOW EXISTING BACK-FLOW

PREVENTER PREVENTER

PROPOSED SILT FENCE PIPE TO BE ABANDONED

PROPOSED ARV

AKA ALSO KNOWN AS L.S. LIFT STATION

LT LEFT

L.W.L. LOW WATER LEVEL

MAX. MAXIMUM

MATL MATERIAL

M.H. MANHOLE

MIN. MINIMUM

MOD MODIFIED

M.O.T. MAINTENANCE OF TRAFFIC

M.J. MECHANICAL JOINT

N.G. NATURAL GROUND

NO. NUMBER

NPW NON-POTABLE WATER

N.T.S. NOT TO SCALE

O.C.U. ORANGE COUNTY UTILITIES

O.D. OUTSIDE DIAMETER

O.H.E. OVERHEAD ELECTRIC

O.U.C. ORLANDO UTILITY COMMISSION

PAVT. PAVEMENT

P.B. PULL BOX

PG. PAGE

P.I. POINT OF INTERSECTION

PL PROPERTY LINE

POLY. POLYETHYLENE

PP POWER POLE

PROP. PROPOSED

PS PUMP STATION

P.S.I. POUNDS PER SQUARE INCH

P.U.E. PERMANENT UTILITY EASEMENT

PV PLUG VALVE

RAD. PT. RADIUS POINT

R RADIUS

RCP REINFORCED CONCRETE PIPE

REINF. REINFORCED

REQ. REQUIRED

RPZ REDUCED PRESSURE ZONE

BACKFLOW PREVENTER

RT. RIGHT

RW RECLAIMED WATER

R/W RIGHT OF WAY

SAN. SANITARY SEWER

SCH. SCHEDULE

S.D. STORM DRAIN

S.F. SQUARE FEET

SHT. SHEETSPECS. SPECIFICATIONS

SQ. SQUARE

SS STAINLESS STEEL

STA. STATION

STD. STANDARD

STL. STEEL

S.Y. SQUARE YARDS

TEL TELEPHONE

T&B TOP AND BOTTOM

TBM TEMPORARY BENCH MARK

TCE TEMPORARY CONSTRUCTION

EASEMENT

TEMP. TEMPORARY

THD. THREADED

THK. THICK

TYP. TYPICAL

U.G. UNDERGROUND

VAC VOLTABE ALTERNATING CURRENT

VCP VITRIFIED CLAY PIPE

VDC VOLTAGE DIRECT CURRENT

VERT. VERTICAL

V.V.H. VERIFIED VERTICALLY &

HORIZONTALLY

W/ WITH

WM WATERMAIN

W/M WATER METER

WP WALL PIPE

WS WATER SERVICE

W.S. WATER SURFACE

WWF WELDED WIRE FABRIC

"X" SPOT ELEVATION

FKA FORMALLY KNOWN AS

WATER/ELE. ORLANDO UTILITIES COMMISSION (O. U. C.) --- 407-423-9100

EMERGENCY NUMBERS

I.E. INVERT ELEVATION

BCL BURRIED CABLE LINE

PHONE CENTURY LINK--------------------------------------------- 407-815-5344, 407-557-6766 PHONE MCI------------------------------------------------------------- 972-729-6016

PHONE SMART CITY TELECOM---------------------------------- 407-828-6648

PHONE TW TELECOM------------------------------------------------ 407-215-6895

NOTE:

THIS LISTING IS PROVIDED AS AN AID TO THE CONTRACTOR. UTILITIES LISTED ARE THOSE

WHICH ARE KNOWN TO HAVE FACILITIES WITHIN THE GENERAL LOCATION OF THE

PROJECT BUT SHALL NOT BE CONSIDERED ALL INCLUSIVE. IT IS THE RESPONSIBILITY OF

THE CONTRACTOR TO NOTIFY AND ARRANGE FOR FIELD LOCATION OF ALL FACILITIES

THAT ARE ENCOUNTERED DURING CONSTRUCTION.

A

ARV AIR RELEASE VALVE

ABBREVIATIONS

PVC POLYVINYL CHLORIDE PIPE

POLE_IDPOLE_ID

G104

UTILITY CONTACTS, LEGENDS & ABBREVIATIONS

NOTE: SEE SHEET V-200 FOR ADDITIONAL LEGEND AND ABBREVIATIONS.

AutoCAD SHX Text

ORANGE COUNTY

AutoCAD SHX Text

ENGINEERING DIVISION

AutoCAD SHX Text

UTILITIES DEPARTMENT

AutoCAD SHX Text G:\IM\PROJECTS\FL_ORANGE_CO\80071_INTERNATIONALDRIVERWMREPAIR_19\DATA\CAD\CURRENT\80071 SHT 2-5 GENERAL G101-G104.DWG

AutoCAD SHX Text

XX.XX

XX.XX

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY: JM

DRAWN BY: BW

CHECKED BY: KMS

OCU FILE NO.:

CADD FILE: 13

KENNETH M. SELF, P.E.

FLORIDA LICENSE # 88741

WOOLPERT

(COA 7685)

3165 McCrory Place Suite 115

Orlando, FL 32803 www.woolpert.com

INTERNATIONAL DRIVE RECLAIMED WATER MAIN

REPLACEMENT AT DARYL CARTER PARKWAY

ORANGE COUNTY, FLORIDA

C-100

PLAN & PROFILE

NOTE:

THE EXISTING 24" HDPE RECLAIMED WATER MAIN IS

WITHIN AN EXISTING CASING PIPE. CONTRACTOR

SHOULD EXPECT TO BE REQUIRED TO REMOVE

PORTIONS OF THE CASING PIPE TO BE ABLE TO

FULLY ACCESS THE EXISTING 24" RECLAIMED WATER

MAIN AT THE TIE-IN LOCATIONS.

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10' CONCRETE SIDEWALK

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10' CONCRETE SIDEWALK

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5' CONCRETE SIDEWALK

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10' CONCRETE SIDEWALK

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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CONCRETE MONUMENT SIGN

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CONCRETE

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2' TYPE "A" CURBING

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2' TYPE "A" CURBING

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2' TYPE "A" CURBING

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2' TYPE "F" CURBING

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2' TYPE "F" CURBING

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2' TYPE "F" CURBING

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9" TYPE "B" CURBING

AutoCAD SHX Text INTERNATIONAL DRIVE PUBLIC RIGHT OF WAY (125' WIDE) PER O.R.B. 4043/549 & DOC.#20190620948 ASPHALT PAVED ROADWAY (WIDTH VARIES)

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SOUTHERLY RIGHT OF WAY LINE OF INTERNATIONAL DRIVE

AutoCAD SHX Text CONNECT TO EXISTING 24" GATE VALVE RESTRAIN EXISTING TEE WITH THRUST COLLAR OR OTHER MEANS NECESSARY PRIOR TO CUTTING AND REMOVING THE EXISTING 24" PIPE. (SEE DETAIL SHT D101)

AutoCAD SHX Text CONNECT TO EXISTING 24" RECLAIMED WATER MAIN USING FUSIBLE 24" TRANSITION COUPLING AND MISC. ADAPTOR FITTINGS. RESTRAIN AS REQUIRED

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EX 30" FM

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EX 30" FM

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MILL & RESURFACE ROADWAY

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( IN FEET )

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ARV

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REMOVE AND REPLACE CURB & GUTTER

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CAP AND ABANDON EXISTING 24" RWM IN PLACE. FILL SOLID WITH GROUT

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EXISTING 24" HDPE RECLAIMED WATER MAIN

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REMOVE & REPLACE SIDEWALK AS NEEDED

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INSTALL 280 LF OF 24" RESTRAINED DIP RECLAIMED WATER MAIN

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ASPHALT OPEN CUT AND RESTORATION

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ASPHALT PAVEMENT MILLING AND RESURFACING

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SUPPORT AND/OR PROTECT THREE EXISTING STORM PIPES FROM DAMAGE

AutoCAD SHX Text AVOID DAMAGE TO CONCRETE THROAT OF STORMWATER INLET. IF CONTRACTOR'S WORK DAMAGES INLET THROAT, CONTRACTOR WILL BE REQUIRED TO REMOVE AND REPLACE ENTIRE THROAT. SUPPORT AND/OR PROTECT EXISTING STORM PIPE FROM DAMAGE

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FOC

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16" WM

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EL

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GAS

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24" WM

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15" RCP STM

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STM STR BASE EL 101.40'

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B-1, 90° BEND

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INSTALL 280 LF OF 24" RESTRAINED DIP RECLAIMED WATER MAIN

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B-8, B-9 (2)-45° BENDS

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B-6, B-7 (2)-45° BENDS

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B-4, B-5 (2)-11.25° BENDS

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CONNECT TO EXISTING GATE VALVE INSTALL NEW BOX/LID

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PV-1 24" PLUG VALVE & BOX

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ARV-1 INSTALL ARV ASSEMBLY

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(3) 2" FOC2" FOC

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1" EL

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B-3, 90° BENDROTATED 45° VERTICAL

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B-2, 45° VERTICAL BEND

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30" STM

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(3) 36" STM36" STM

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SEE NOTE 1 ON THIS PROFILE VIEW

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SEE NOTE 1 ON THIS PROFILE VIEW

AutoCAD SHX Text NOTES 1. CONTRACTOR SHALL PROVIDE EXCAVATABLE FLOWABLE FILL FOR PIPE TRENCH BACKFILL FROM SPRING-LINE OF NEW 24" RECLAIMED WATER MAIN TO BOTTOM OF EXISTING UTILITY PIPE AT CROSSING POINT WHERE NOTED ON THESE DRAWINGS. FURNISHED FLOWABLE FILL SHALL HAVE A MINIMUM LBR VALUE OF 40. 2. CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS AND INSTALL A MECHANICAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS AND INSTALL A MECHANICAL RESTRAINING DEVICE ON ANY EXISTING PIPE JOINT EXPOSED DURING EXCAVATION OF 24"RECLAIMED WATER MAIN PIPE TRENCH. EXCAVATION OF PIPE TRENCH WILL BE SUSPENDED UNTIL RESTRAINING DEVICE IS INSTALLED ON EXISTING PIPE JOINTS.

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SEE NOTE 1 ON THIS PROFILE VIEW

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SEE NOTE 2 ON THIS PROFILE VIEW

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2" FOC TOP -3.3'

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B-1, 90° BEND

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B-2, 45° VERTICALBEND

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B-3, 90° BENDROTATED 45°VERTICAL

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SECTION PROFILE A-A STATION 13+95

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30" STM

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30" FM

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ORANGE COUNTY

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ENGINEERING DIVISION

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UTILITIES DEPARTMENT

G:\IM\PROJECTS\FL_ORANGE_CO\80071_INTERNATIONALDRIVERWMREPAIR_19\DATA\CAD\CURRENT\80071 SHT 8 PLAN-PROFILE-C100.DWG

COMMON FILL COMMON FILL

FINISHED GRADE FINISHED GRADE

1.5

1.5

VARIES

FINAL ASPHALT MIN 2" OR

MATCH EXISTING

(WHICHEVER IS GREATER)

VARIES

SAWCUT

(TYP)

MIN 1" MILL &

RESURFACE

TO EXISTING

(TYP)

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

OCU GENERAL NOTES

10/10/2021

FIGURE GN

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 IN THIS 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, POLES AND STAYS, 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 EXISTING 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 OF 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.

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.

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…