OCU_Pkg_6_Plans_4.9.24.pdf

PDF 18 MB Posted May 13, 2024

Attached to: Utilities Gravity Rehabilitation and Renewal Replacement Package 6
Solicitation number: Y24-787
Issued by: Orange County, Orlando City, Florida

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Written by GovTribe AI · Jun 27, 2025

The document is a comprehensive set of construction plans for the R&R Gravity Replacement Package #6, prepared for the Orange County Utilities Department in Orange County, Florida. The project involves gravity sewer main replacement across three service areas: SA3600 (East Orange/Woodbury Road), SA3904 (Eastwood), and SA3990 (Park Manor Estate). The plans, developed by Woolpert engineering firm, detail the replacement of existing gravity sewer infrastructure, including manholes, pipelines, and associated road and sidewalk restoration. The project is scheduled for bidding, with sealed offers to be accepted electronically through the ProcureNow OpenGov e-Procurement Platform until 4:00 pm EST on Tuesday, June 25, 2024.

The estimated project cost is $3,043,248.87, with specific technical requirements including pipe replacement, manhole rehabilitation, road cutting and restoration, and adherence to Orange County Utilities Department standards. The project encompasses multiple subdivisions and requires precise utility coordination, including water, sewer, and reclaimed water line replacements. Bidders must comply with detailed construction specifications, including trench width, pipe bedding, backfill requirements, and strict erosion and sediment control measures. The plans include comprehensive details on utility separations, road opencut procedures, and ADA sidewalk compliance, reflecting a holistic approach to infrastructure renewal that minimizes disruption to existing residential and community environments.

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Other files

File	Type	Posted
Utilities_Gravity_Rehabilitation_and_Renewal_Replacement_Package_6_(Addendum_#1_Revision).pdf	PDF	Jun 13, 2024
List_of_warranty_items.pdf	PDF	May 13, 2024
OCU_Pkg_6_Specs_4.9.24.pdf	PDF	May 13, 2024

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R&R GRAVITY REPLACEMENT PACKAGE #6

( SA3600, SA3904 and SA3990 )

Prepared for

ORANGE COUNTY UTILITIES DEPARTMENT

ORANGE COUNTY, FLORIDA

Construction Plans for

ORANGE COUNTY UTILITIES DEPARTMENT

ENGINEERING DIVISION

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

(407) 254-9900

WOOLPERT

(COA 7685)

3165 McCrory Place Suite 115

Orlando, Florida 32803

(407) 381-2192 www.woolpert.com

DISTRICT SUB-AREA ORG / SUBORG NUMBERSSUBDIVISION

4 3990

OCU SEQUENCE NUMBER: 97963

EAST ORANGE/WOODBURY APT 3600

1500-0061

EASTWOOD 3904

PARK MANOR ESTATE

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BID SET

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. FL License #88741

KENNETH M. SELF, P.E.

1500-0061

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

MICHAEL "MIKE" SCOTT DISTRICT 6

BYRON BROOKS, AICP COUNTY ADMINISTRATOR

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

UTILITIES DEPARTMENT

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.

PUBLIC SIDEWALK CURB RAMPS;

50. CONTRACTOR TO FIELD VERIFY 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 PROPOSED MAIN(S) ARE

ACCEPTED FOR SERVICE AND ALL SERVICE ARE TRANSFERRED TO THE 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

DETERMINED 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 PROFESSIONAL LAND SURVEYOR

CERTIFIED COMPLETED 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 PROJECT MANAGER GARY RODGERS, 407-836-8085. 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.

3. CONSTRUCTION NOTES 1 THROUGH 8 ARE PART OF THESE EMERGENCY PROCEDURES.

HOWEVER, ALL OTHER GENERAL NOTES APPLY.

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

LOCATION, DEPTH, AND SIZE PRIOR TO CONSTRUCTION.

1. 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 AND SIZES 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 AND

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 DRAINAGE, PIPING AND/OR STRUCTURES TO BE SUPPORTED OR REMOVED AND

REPLACED AS REQUIRED TO ACCOMMODATE 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 SUBMIT A DETAILED MAINTENANCE OF TRAFFIC PLAN FOR PHASING OF

WORK IN THE SUBDIVISION. CONTRACTOR SHALL SEQUENCE HIS WORK TO MINIMIZE

DISRUPTION OF VEHICULAR AND PEDESTRIAN TRAFFIC. CONTRACTOR SHALL INCLUDE

SIGN BOARDS A MINIMUM OF ONE WEEK IN ADVANCE OF ROAD CLOSURES OR AS DEFINED

BY ORANGE COUNTY PUBLIC WORKS AND THE MOT PERMIT. CONTRACTOR SHALL BE

RESPONSIBLE FOR SATISFYING ALL REQUIREMENTS OF REGULATORY AGENCY PERMITS

WITH RESPECT TO CONSTRUCTION ACTIVITIES AND CONDITIONS STATED THEREIN.

9. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES SEVEN (7) DAYS PRIOR TO ANY

CONSTRUCTION. EXTREME CAUTION SHALL BE EXERCISED IN AREAS OF EXISTING UTILITIES.

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

SHALL USE CAUTION WHEN WORKING IN THESE AREAS.

11. 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.

12. ALL EXISTING SEWER PIPE TO BE ABANDONED (INCLUDING LATERALS) AND STRUCTURES

SHALL BE REMOVED UNLESS OTHERWISE SHOWN ON THE DRAWINGS.

13. 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. 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

WOOLPERT

(COA 7685)

3165 McCrory Place Suite 115

Orlando, FL 32803 www.woolpert.comKENNETH M. SELF P.E. FL PE #88741PROJECT ENGINEER

JAM

DKW

WRW

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

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GENERAL CONSTRUCTION NOTES

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REVISION

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DATE

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NO.

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APPV'D

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DRAWN

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CHECKED

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DESIGNED

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DATE

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PROJECT NO.

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SHEET NO.

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ORANGE COUNTY, FLORIDA

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R&R GRAVITY REPLACEMENT

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PACKAGE #6

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FILE NAME:

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DRWG N0.

MAINTENANCE OF TRAFFIC NOTES:

1. THIS PLAN WAS PREPARED IN CONFORMANCE WITH ASCE STANDARD CI/ASCE 38-02 "AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA".

QUALITY LEVEL D: "QL D". 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 QL A BELOW), WITH REFERENCE TO A UTILITIES SIZE, CAPACITY, MATERIAL COMPOSITION, CONDITION OR SERVICE STATUS SHALL BE CONSIDERED QL D EVEN

THOUGH THE UTILITY MAY BE PLOTTED AND LABELED QL C OR QL B.

QUALITY LEVEL C: "QL C". UTILITY INFORMATION OBTAINED AS ABOVE FOR QUALITY LEVEL D, PLOTTED TO CORRELATE WITH SURFACE UTILITY FEATURES WHICH HAVE BEEN FIELD VERIFIED, SURVEY LOCATED AND ACCURATELY REDUCED ONTO THE DESIGN/CONSTRUCTION DOCUMENTS. INCLUDED IN THIS CATEGORY ARE AERIAL UTILITY INFORMATION AND UTILITY DEPICTION'S, WHICH IN THE PROFESSIONAL OPINION OF THE SUBSURFACE UTILITY ENGINEER, REPRESENT THE MOST PROBABLE APPROXIMATE HORIZONTAL LOCATION, TYPE

AND/OR EXISTENCE OF A UTILITY.

QUALITY LEVEL B: "QL B". UTILITY INFORMATION DERIVED BY ESTABLISHING THE APPROXIMATE SURFACE HORIZONTAL LOCATION OF A UTILITY USING ELECTRONIC METHODS. SAID INFORMATION IS SUBSEQUENTLY FIELD

SURVEY LOCATED AND ACCURATELY REDUCED ONTO THE DESIGN/CONSTRUCTION DOCUMENTS.

QUALITY LEVEL A: "QL A". UTILITY INFORMATION WHICH HAS BEEN VISUALLY VERIFIED, SURVEY LOCATED (BOTH HORIZONTALLY AND VERTICALLY) AND ACCURATELY REDUCED ONTO TOE DESIGN/CONSTRUCTION DOCUMENTS.

THIS IS TYPICALLY SHOWN AS TEST HOLE OR OTHER DIMENSIONED INFORMATION.

NOTES:

CI/ASCE 38-02 UTILITY QUALITY LEVEL INFORMATION INDEX:

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

TRAFFIC ENGINEER FOR APPROVAL BEFORE UTILIZATION.

2. THE ORANGE COUNTY PUBLIC WORKS TRAFFIC ENGINEERING DIVISION'S TELEPHONE NUMBER IS (407) 836-7890.

3. THE M.O.T. PLAN SHALL BE SUBMITTED, AS A SHOP DRAWING, AT THE UTILITIES DEPARTMENT PROJECT

PRE-CONSTRUCTION CONFERENCE.

4. THE M.O.T. PLAN SHALL BE REVIEWED AND APPROVED BY 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", LATEST EDITION, 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 IDENTIFIED 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 DETOUR PLAN IS PROCESSED, THE APPLICANT SHALL BE RESPONSIBLE FOR NOTIFYING THE MEDIA, I.E., RADIO, TELEVISION, AND THE NEWSPAPER(S), 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.

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

13. THE APPLICANT SHALL BE REQUIRED TO MAINTAIN INGRESS/EGRESS TO EXISTING BUSINESS ESTABLISHMENTS AND

RESIDENTIAL PROPERTIES AT ALL TIME.

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

15. THE CONTRACTOR SHALL CONTACT ORANGE COUNTY PUBLIC WORKS ONE (1) WEEK PRIOR TO THE START OF ANY

PHASE OF WORK TO REQUEST STREET, LANE OR SIDEWALK CLOSURE AUTHORIZATIONS.

16. LOCAL RESIDENTIAL/BUSINESS ACCESS SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE RESIDENTS/BUSINESS 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.

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

RE-ROUTING.

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

CONTROL PLAN BASED UPON CHANGING TRAFFIC CONDITIONS.

19. CONTRACTOR SHALL NOTIFY LYNX AT (407) 841-2279 A MINIMUM OF ONE (1) WEEK PRIOR TO IMPLEMENTING ANY

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

20. 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.

21. 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

22. PAINTING PRODUCTS AND RETRO-REFLECTIVE PAVEMENT MARKERS WILL BE CONSIDERED TEMPORARY PAVEMENT

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

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

24. ALL SIGNS AND TRAFFIC CONTROL DEVICES SHALL BE NEW OR LIKE NEW CONDITIONS. ALL SIGNS SHALL BE POST

MOUNTED UNLESS OTHERWISE INDICATED.

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

26. 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.

27. 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.

28. PEDESTRIAN 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.

29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING 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.

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

31. 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.

32. 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.

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

34. THE CONTRACTOR SHALL ENSURE THAT T.C.S. BE 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.

35. THE T.C.S. SHALL BE RESPONSIBLE FOR PERFORMING WEEKLY, DAY TIME, AND NIGHT TIME INSPECTIONS OF ALL TRAFFIC CONTROL DEVICES, TRAFFIC FLOW, PEDESTRIAN, BICYCLIST MOVEMENT THROUGH THE WORK AREA AND BUSINESS

ACCOMMODATIONS.

36. 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.

37. THE CONTRACTOR SHALL EITHER BACKFILL OR COVER BY AN APPROVED METHOD ALL OPEN TRENCHES AT THE END OF EACH

WORK PERIOD.

38. THE CONTRACTOR SHALL REPLACE ANY VEHICLE DETECTION LOOPS DAMAGED DURING CONSTRUCTION, AS PER THE ORIGINAL

CONTRACT PLANS.

39. MODIFICATIONS TO OR RELOCATION OF SIGNALS SHALL BE THE CONTRACTORS 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.

40. ARROWS DENOTE DIRECTION OF TRAFFIC ONLY AND DO NOT REFLECT PAVEMENT MARKINGS. PAVEMENT MARKINGS HAVE

BEEN LABELED AS NECESSARY.

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

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

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

44. ALL TEMPORARY PAVEMENT SHALL UTILIZE A FIRM AND UNYIELDING BASE WITH TWO (2) INCH ASPHALT PAVEMENT. 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.

45. TYPICAL MOT SHEETS ARE PROVIDED AS A REFERENCE TO THE CONTRACTOR. THE CONTRACTOR SHALL MEET WITH ORANGE COUNTY TRAFFIC ENGINEERING DEPARTMENT PRIOR TO THE PRE CONSTRUCTION MEETING TO VERIFY THE PROPOSED MOT

PLAN.

46. THE SPACING AND NUMBER OF DEVICES SHOWN ON THE TYPICAL MOT SHEETS ARE FOR ILLUSTRATION PURPOSES ONLY.

ADDITIONAL DEVICES MAY BE REQUIRED TO PROPERLY PROTECT THE WORKERS AND WORK ZONE FROM VEHICULAR TRAFFIC.

47. AT NO ADDITIONAL COST TO THE COUNTY, THE CONTRACTOR SHALL SUBMIT A SEPARATE PEDESTRIAN CONTROL PLAN FOR ALL WORK WITHIN 1000' OF ANY SCHOOL. PEDESTRIAN CONTROL PLAN SHALL INCLUDE, BUT NOT BE LIMITED TO, TEMPORARY PEDESTRIAN CROSS WALK, JERSEY BARRIERS, OFF DUTY POLICE OFFICER DURING SCHOOL ZONE HOURS, ETC.

WOOLPERT

(COA 7685)

3165 McCrory Place Suite 115

Orlando, FL 32803 www.woolpert.comKENNETH M. SELF P.E. FL PE #88741PROJECT ENGINEER

JAM

DKW

WRW

(407) 836-2777ORANGE COUNTY UTILITIES DISPATCH (EMERGENCY ONLY)

(407) 532-8092CHARTER COMMUNICATIONS - HELENE HERNANDEZ

(800) 778-9140OUC - USIC DISPATCH

(407) 246-3798

(800) 778-9140OUC

1-800-432-4770SUNSHINE ONE CALL SERVICE

(800) 997-0240COMCAST CABLE COMMUNICATIONS - USIC DISPACHCATV

TELEPHONE

(407) 836-6800

(800) 778-9140

(561) 997-0240

(407) 532-8509

COMPANY

AT&T - DINO FARRUGGIO

UTILITIES

NOTE:

POWER

PHONE

GAS

WATER/SEWER

UTILITY CONTACTS

ORANGE COUNTY UTILITIES WATER DIVISION

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.

DUKE ENERGY - USIC DISPATCH

LOVELACE GAS SERVICE

ORANGE COUNTY UTILITIES WATER RECLAMATION DIVISION (407) 254-9680

ORANGE COUNTY UTILITIES CONSTRUCTION DIVISION (407) 254-9798

CITY OF ORLANDO BUREAU OF WASTEWATER - JESSICA FULFORD

(407) 222-3981

GAS TECO PEOPLES GAS ORLANDO - DEE MACDONALD (407) 420-6650

(877) 832-6747

INTERNET, CABLE,

PHONE, FIBER CHARTER COMMUNICATIONS - MARVIN USRY

DUKE ENERGY - SHARON DEAR (800) 850-2762

ORANGE COUNTY PUBLIC WORKS (407) 836-7804TRAFFIC SIGNALS

WOOLPERT

(COA 7685)

3165 McCrory Place Suite 115

Orlando, FL 32803 www.woolpert.comKENNETH M. SELF P.E. FL PE #88741PROJECT ENGINEER

JAM

DKW

WRW

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CONTROL VALVE

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PRESSURE VACUUM BREAKER

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PVB

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METER

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WATER METER (UNLESS OTHERWISE NOTED)

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TEMPORARY CONSTRUCTION EASEMENT

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ORANGE COUNTY UTILITIES DEPARTMENT

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FLG.

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FLANGE

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REVOLUTIONS PER MINUTE

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NUMBER

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IN.

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INCHES

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EXIST.

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ELEV.

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EXISTING

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ELEVATION

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DRIVEWAY

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OVERHEAD ELECTRICAL

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OHE

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LEGEND

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WOOD STOCKADE FENCE

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FIGURE

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FIG.

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FRAME (CONSTRUCTION)

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FRM

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FEET, FOOT

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FT.

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GALVANIZED STEEL PIPE

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WATER MAIN

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POLYVINYL CHLORIDE (PIPE)

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SIDEWALK

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VERT.

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VERTICAL

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WITH

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VITRIFIED CLAY PIPE

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TYPICAL

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TYP.

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HORSE POWER

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IMPELLER

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IMP.

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MINIMUM

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MAXIMUM

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LINEAL FEET

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POUNDS

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MIN.

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MAX.

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LBS.

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OUTSIDE DIAMETER

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MECHANICAL JOINT (PIPE)

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ORLANDO UTILITIES COMMISSION

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REINFORCED CONCRETE PIPE

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ON CENTER EACH WAY

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REQUIRED

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REQ'D.

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STORY

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SQUARE

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RIGHT-OF-WAY

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STRY

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SQ.

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HORIZONTAL

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HORIZ.

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ASBESTOS CEMENT (PIPE)

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DIPRA

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DUCTILE IRON PIPE RESEARCH ASSOCIATION

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DIA.,"D"

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DIAMETER

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CORRUGATED METAL PIPE

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DUCTILE IRON (PIPE)

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DEGREE

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CONCRETE

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COUNTY

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DEG.

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CONC.

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CO.

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ABBREVIATIONS

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BLDG.

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AIR RELEASE VALVE

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AMERICAN WATER WORKS ASSOCIATION

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BUILDING

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CONCRETE HEADWALL

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CHAIN LINK FENCE

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AIR CONDITIONER

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TREE - BAY

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TREE - CYPRESS

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TELECOMMUNICATION RISER

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CABLE TV RISER

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YARD DRAIN

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EDGE OF WATER

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CENTER LINE

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RIGHT OF WAY

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LOT LINE

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CONCRETE LIGHT POLE

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FOUND IRON PIPE

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SET IRON ROD

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SET NAIL & DISK

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TRAFFIC ELECTRIC VAULT

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BURIED CABLE TV

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BURIED ELECTRICAL

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BURIED FIBER OPTIC

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BURIED FORCE MAIN

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BURIED GAS

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BURIED RECLAIMED WATER

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BURIED SANITARY SEWER

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BURIED TELECOMMUNICATION

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BURIED TRAFFIC ELECTRICAL

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BURIED UNKNOWN

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BURIED WATER

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CONTINUOUS

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DASHED LINE

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FENCE LINE

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PROPOSED SEWER MAIN

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GAS LINE

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EASEMENT

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IRRIGATION LINE

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OVERHEAD ELECTRICAL LINE

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RIGHT OF WAY LINE

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BUILDING LINE

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EDGE OF PAVEMENT

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CENTERLINE

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DRAINAGE PIPE

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LICENSED SURVEYOR

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LICENSED BUSINESS

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CONCRETE MONUMENT

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TREE CHINA BERRY

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TREE LIVE OAK

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TREE MAPLE

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TREE PALM

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TREE CAMPHOR

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TRAVERSE POINT

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TRAV PT

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RIGHT-OF-WAY

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ROW

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MISCELLANEOUS - SINGLE STAND SIGN

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RADIUS

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CHORD

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NORTH/NORTHING

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SOUTH

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WEST

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ARC LENGTH

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DELTA

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SANITARY SEWER - MANHOLE

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SANITARY SEWER - VALVE

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SURVEY CONTROL - FOUND BRASS OR ALUMINUM DISK

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SURVEY CONTROL - FOUND NAIL & DISK

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SURVEY CONTROL - SET TRAVERSE POINT OR BENCHMARK

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SURVEY CONTROL - FOUND IRON ROD

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CHORD BEARING

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EAST/EASTING

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SPOT ELEVATION

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CONTOUR

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ELEVATION

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ELEV.

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ELECTRIC - GUY POLE

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ELECTRIC - GUY WIRE

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ELECTRIC - WOODEN POWER POLE

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MISCELLANEOUS - BOLLARD

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MISCELLANEOUS - CLEANOUT

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MISCELLANEOUS - MAILBOX

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SURVEY CONTROL - FOUND CONCRETE MONUMENT

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TELECOMMUNICATION - VAULT

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WATER - FIRE HYDRANT

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WATER - METER

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WATER - VALVE

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UTILITY - OVERHEAD

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ELECTRIC - TRANSFORMER

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CONCRETE

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POLY VINYL CHLORIDE

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PVC

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REINFORCED CONCRETE PIPE

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RCP

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INVERT

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INV

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CORRUGATED PLASTIC PIPE

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CPP

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BORE LOCATION

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RESTRAINED JOINT

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NOT TO SCALE

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UTILITY CONTACTS, LEGEND & ABBREVIATIONS

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REVISION

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DATE

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NO.

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DRAWN

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CHECKED

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DESIGNED

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DATE

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PROJECT NO.

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ORANGE COUNTY, FLORIDA

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R&R GRAVITY REPLACEMENT

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PACKAGE #6

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FILE NAME:

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SA3904

EASTWOOD

SA3990

PARK MANOR SA3600

EAST ORANGE

WOOLPERT

(COA 7685)

3165 McCrory Place Suite 115

Orlando, FL 32803 www.woolpert.comKENNETH M. SELF P.E. FL PE #88741PROJECT ENGINEER

JAM

DKW

WRW

SA3600 EAST ORANGE

(WOODBURY ROAD)

KEY SHEET

SA3904 EASTWOOD (GOLFWAY BLVD)

KEY SHEET

LOCATION MAP

SA3990 PARK MANOR

KEY SHEET

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SHEET 13

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SHEET 14

AutoCAD SHX Text Dean Rd

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SHEET 10

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SR 50

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SHEETS 11&12

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GOLFWAY BLVD

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SHEETS 11&12

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NOT TO SCALE

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LOCATION MAP/KEY SHEET

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REVISION

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DATE

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NO.

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APPV'D

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DATE

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SHEET NO.

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ORANGE COUNTY, FLORIDA

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R&R GRAVITY REPLACEMENT

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PACKAGE #6

AutoCAD SHX Text 081241

AutoCAD SHX Text

FILE NAME:

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WOOLPERT

(COA 7685)

3165 McCrory Place Suite 115

Orlando, FL 32803 www.woolpert.comKENNETH M. SELF P.E. FL PE #88741PROJECT ENGINEER

JAM

DKW

WRW

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NOT TO SCALE

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QUANTITIES SUMMARY

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REVISION

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DATE

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NO.

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DATE

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PROJECT NO.

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SHEET NO.

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ORANGE COUNTY, FLORIDA

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R&R GRAVITY REPLACEMENT

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PACKAGE #6

AutoCAD SHX Text 081241

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FILE NAME:

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DRWG N0.

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