Y25-799_Drawings.pdf

April 2025

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.

BYRON W. BROOKS, A.I.C.P.

COUNTY ADMINISTRATOR

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

DIRECTOR ORANGE COUNTY UTILITIES DEPARTMENT

JERRY L. DEMINGS

ORANGE COUNTY MAYOR

NICOLE H. WILSON

DISTRICT 1

CHRISTINE MOORE

DISTRICT 2

MAYRA URIBE

DISTRICT 3

MARIBEL GOMEZ CORDERO

DISTRICT 4

MARTINEZ

DISTRICT 5

DISTRICT 6

BID SET

DATEREV DESCRIPTION

DRAWN BY: X

CHECKED BY: X

CAD FILE:

SCALE: 1" = 200'

DRAWING NO.:LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

ORANGE COUNTY

UTILITIES DEPARTMENT

ENGINEERING DIVISION

9150 CURRY FORD ROAD ORLANDO, FL. 32825

GENERAL NOTES

G 300

OCU STANDARD GENERAL NOTES

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

INCLUDING, BUT NOT LIMITED TO: WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS, RECLAIMED WATER MAINS, ELECTRIC, GAS, CABLE TV, TELECOMMUNICATIONS, STORM WATER, FIBER OPTIC AND OTHER UNDERGROUND FACILITIES. MAIN LOCATIONS SHOWN ON PLANS MAY NOT BE EXACT.

THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS.

2. SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OCU DISPATCH OPERATOR (407-836-2777) AND THE OCU INSPECTOR. EMERGENCY NOTIFICATION SHALL ALSO BE PROVIDED TO THE CITY OF MAITLAND'S APOPKA DISPATCH (407) 539-6262 FOR LOCATION 3.

3. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION INSPECTION SECTION, FIELD SERVICES DIVISION AT LEAST TEN (10) CALENDAR DAYS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION PROJECT BY CALLING (407) 254-9798, AND CITY OF MAITLANS PUBLIC WORKS (407) 539-6252 FOR

LOCATION 3.

4. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION INSPECTOR IN ACCORDANCE WITH TABLE

4110-1 UTILITIES' SCHEDULE OF NOTIFICATIONS UTILITIES STANDARDS AND CONSTRUCTION

SPECIFICATIONS MANUAL, 2021. THIS SAME NOTIFICATION SHALL ALSO BE PROVIDED TO THE CITY OF

MAITLAND PUBLIC WORKS (407) 539-6252 FOR LOCATION 3.

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 .

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 SEVEN (7) WORKING DAYS IN ADVANCE AND WRITTEN NOTICE

SHALL BE GIVEN TO AFFECTED CUSTOMERS AT LEASE FOUR (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 UTILITIES 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. ALIGHMENT CHANGE SHALL BE

MADE ONLY WITH FITTINGS.

14.FOR DIP PIPE, LONG RADIUS CURVES, EITHER HORIZONTAL OR VERTICLE, 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

MANUFACTURES'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 UTILITIES

STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL, 2021.

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 01025, 1.03. E.

PROJECT GENERAL NOTES

18. 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.

19.BENCHMARK LOCATIONS AND ELEVATIONS ARE SHOWN IN THE PLANS AS REPRESENTED BY THE 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 RESIDENT PROJECT

REPRESENTATIVE (RPR).

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

STATIONING IS FOR REFERENCE ONLY.

21.COORDINATION AND COMMUNICATIONS WITH ORANGE COUNTY STAFF SHALL BE MADE THROUGH THE

ORANGE COUNTY UTILITIES CONSTRUCTION DIVISION INSPECTOR.

22.ORANGE COUNTY UTILITIES DEPARTMENT TELEPHONE NUMBERS:

407-836-2777 ORANGE COUNTY UTILITIES DISPATCH

407-254-9798 ORANGE COUNTY UTILITIES CONSTRUCTION DIVISION

407-254-9680 ORANGE COUNTY UTILITIES WATER RECLAMATION DIVISION

407-254-9850 ORANGE COUNTY UTILITIES WATER DIVISION

407-254-9900 ORANGE COUNTY UTILITIES ENGINEERING DIVISION

23.THE CONTRACTOR SHALL NOTIFY THE ORANGE COUNTY PUBLIC SCHOOLS TRANSPORTATION SERVICES

(407) 317-3800, TWO(2) WEEKS IN ADVANCE OF ANY PHASE OF CONSTRUCTION TO COORDINATE SCHOOL

BUS STOP RELOCATION OR BUS RE-ROUTING IF NECESSARY.

24.THE CONTRACTOR SHALL NOTIFY LYNX TRANSPORTATION SYSTEM (407) 841-2279, TWO(2) WEEKS IN

ADVANCE OF ANY PHASE OF CONSTRUCTION TO COORDINATE BUS STOP RELOCATION OR BUS

RE-ROUTING IF NECESSARY.

25.PRIOR TO THE START OF ANY WORK, THE CONTRACTOR SHALL PLAN AND SCHEDULE THE SEQUENCE OF WORK IN ORDER TO PREVENT UNNECESSARY DELAYS OR COSTS ASSOCIATED WITH CRITICAL PATH

ITEMS OF THE WORK.

26.THE CONTRACTOR SHALL BRING ANY DESIGN DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE

ENGINEER, IN WRITING, PRIOR TO CONSTRUCTION OR AS SOON AS DISCOVERED.

27.THE OWNER SHALL FURNISH THE FDEP WASTEWATER PERMIT(S) AND THE FDOT UTILITY PERMIT(S). THE CONTRACTOR SHALL OBTAIN ALL OTHER PERMITS REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND ABIDE BY ALL PERMIT CONDITIONS, INSPECTION SCHEDULES, AND

OTHER RELEVANT REGULATORY AGENCY RULES AND SPECIAL CONDITIONS.

28.LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES AND STRUCTURES ARE

APPROXIMATE. WHILE CONSIDERABLE EFFORT HAS BEEN MADE BY THE OWNER, THE SURVEYOR, THE VARIOUS UTILITY COMPANIES AND THE ENGINEER TO ACCURATELY LOCATE EXISTING LINES AND APPURTENANCES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITY AND STRUCTURE LOCATIONS, ELEVATIONS AND DIMENSIONS BY UTILIZING EXPLORATORY EXCAVATION, WHICH SHALL BE MADE 7 DAYS OR 1000 FEET IN ADVANCE OF THE WORK, WHICHEVER IS GREATER. IF THERE IS A POTENTIAL CONFLICT, THE CONTRACTOR IS TO NOTIFY THE ENGINEER IMMEDIATELY. NO CLAIMS FOR

DELAYS WILL BE PAID UNLESS THIS PROCEDURE HAS BEEN FULLY FOLLOWED. ANY DAMAGE TO

UTILITIES, STRUCTURES AND/OR SERVICES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE, IN A

MANNER APPROVED BY AND COORDINATED WITH THE UTILITY OWNER. CONTRACTOR SHALL BE

RESPONSIBLE FOR CONTACTING THE UTILITY OWNER OF ANY UNINTENDED INTERRUPTION TO SERVICE

OR DAMAGE TO EXISTING STRUCTURES OR UTILITIES.

29.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, FIBER OPTIC 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.

30.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.

31.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 FOR PROVIDING TEMPORARY SUPPORT FOR THE UTILITY POLES, ANCHOR GUYS, AND ALL OTHER UTILITIES DURING CONSTRUCTION.

32.THE CONTRACTOR SHALL FIND AND MAINTAIN HIS OWN EQUIPMENT AND MATERIAL STORAGE YARDS AT

NO COST TO THE COUNTY.

33.ALL CONCRETE TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST GOOD JOINT. CURB/GUTTER SHALL BE SAW CUT BETWEEN ASPHALT AND CONCRETE PRIOR TO REMOVAL. ALL SAW CUTTING SHALL

BE WET CUT TO CONTROL DUST.

34.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 MAILBOXES, IRRIGATION SYSTEMS, SOD, LANDSCAPING, FENCING, SIDEWALK, ROADWAY PAVEMENT AND OTHER IMPROVEMENTS SHALL BE RESTORED TO ORIGINAL OR BETTER

CONDITION.

35.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.

36.THE DISPOSAL OF ANY EXCESS EARTH WORK MATERIAL SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

37.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER SALVAGE AND/OR DISPOSAL OF ALL MATERIALS AND EQUIPMENT IN ACCORDANCE WITH THE SPECIFICATIONS AND AS DIRECTED BY THE

ORANGE COUNTY UTILITIES INSPECTOR.

38.EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP IN

CONSTRUCTION AND ARE THE MINIMUM REQUIRED. CONTRACTOR SHALL FURNISH ADDITIONAL

CONTROLS AS NEEDED AT NO ADDITIONAL COST. MATERIALS FROM WORK ON THIS PROJECT SHALL BE CONTAINED AND NOT ALLOWED TO COLLECT ON ANY OFF PERIMETER AREAS OR IN WATERWAYS. SILK SCREENS, HAY BALES, AND TURBIDITY BARRIERS MUST REMAIN IN PLACE AND IN GOOD CONDITION AT ALL LOCATIONS IN PLANS OR AS REQUIRED UNTIL THE CONTRACT IS COMPLETED AND SOILS ARE STABILIZED AND VEGETATION IS ESTABLISHED. MEASURES SHOWN ON THE PLANS ARE MINIMUM REQUIRED, AND THE CONTRACTOR SHALL ENSURE THAT THERE IS NO DIRECT OR INDIRECT DISCHARGE

OF CONSTRUCTION MATERIALS IN TURBID WATERS TO OFF SITE AREAS OR WATERWAYS.

39.ALL EXISTING PAVEMENT MARKINGS AND MESSAGES, WHICH ARE TO BE OBLITERATED, SHALL BE

INVENTORIED AND RESTORED TO ORIGINAL CONDITION AND DAMAGED ONES REPLACED (UPON

COMPLETION OF CONSTRUCTION AND PRIOR TO REINSTATING VEHICULAR TRAFFIC) BY THE

CONTRACTOR, UNLESS OTHERWISE SPECIFIED IN THE PLANS OR LATEST DESIGN STANDARD. ALL PERMANENT PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC WITH GLASS BEADS. TEMPORARY PAVEMENT MARKINGS MAY BE PAINT PRODUCTS AND RETRO-REFLECTIVE PAVEMENT MARKERS (ON

SURFACES TO BE MILLED AND RESURFACED) OR TEMPORARY TAPE (ON ALL AREAS NOT BEING

RESURFACED). TEMPORARY TAPE SHALL BE 3M BRAND STAMARK REMOVABLE TAPE, SERIES 780, WET REFLECTIVE TEMPORARY TAPE OR APPROVED EQUAL. THE USE OF "FOIL BLACK" TYPES OF TEMPORARY TAPE IS NOT PERMITTED. 3M BRAND REMOVABLE BLACK MASK TAPE, SERIES 145, IS THE ONLY

APPROVED MATERIAL FOR "BLACKING OUT" EXISTING PAVEMENT MARKINGS ON FINAL ROADWAY

SURFACES OR SURFACES NOT BEING PAVED. UNDER NO CIRCUMSTANCES WILL BLACK PAINT OR

GRINDING BE PERMITTED. ALL CONFLICTING EXISTING MARKINGS SHALL BE REMOVED.

40.CONTRACTOR'S USE OF THE PREMISES SHALL BE CONFINED TO THE LIMITS OF THE EXISTING RIGHT OF WAY AND/OR EASEMENTS. ALL PUBLIC AND PRIVATE PROPERTY AFFECTED BY THE CONSTRUCTION SHALL BE PROTECTED WHERE POSSIBLE. ALL AREAS DISTURBED AS PART OF THIS WORK SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL COST TO THE OWNER. ALL EXISTING SODDED AREAS DISTURBED DURING THE CONSTRUCTION SHALL BE REPLACED WITH THE SAME TYPE OF SOD IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS. FIELD ENGINEER SHALL APPROVE THE REMOVAL AND REPLACEMENT OF EXISTING IRRIGATION SYSTEMS, AS REQUIRED, AT NO ADDITIONAL COST TO THE COUNTY OR PROPERTY OWNER. PROPER TEMPORARY ADJUSTMENTS SHALL BE DONE AT SUCH TIME TO MAINTAIN IRRIGATION SYSTEMS FROM BEING INTERRUPTED FOR EXTENDED PERIODS

DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL NEWLY

PLANTED GRASS OR VEGETATION UNTIL WELL ESTABLISHED AND ACCEPTED BY THE COUNTY.

41."GEOTECHNICAL REPORT FOR 100% DESIGN, OCU GRAVITY SEWER R/R REPLACEMENT PACKAGE THREE, ORANGE COUNTY, FLORIDA, AEA PROJECT NO. 2014707-4” BY ANTILLIAN ENGINEERING ASSOCIATES, INC.

DATED AUGUST 7, 2019 WAS USED IN THE DESIGN OF THE PLANNED FACILITIES. THE CONTRACTOR SHALL USE THIS INFORMATION TOGETHER WITH ANY OTHER INFORMATION AVAILABLE TO DETERMINE THE NEED FOR AND COST OF DEWATERING. THE CONTRACTOR SHALL INCLUDE DEWATERING COSTS WITH THE UNIT PRICE FOR ASSOCIATED BID ITEMS. NO SEPARATE DEWATERING COSTS OR EXPENSES WILL BE

APPROVED.

EXCAVATION AND SHORING

42.ALL EXCAVATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE OSHA TRENCH SAFETY ACT. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER STORAGE AND/OR DISPOSAL OF ALL EXCESS OR

UNSUITABLE EXCAVATED MATERIAL.

43.CONTRACTOR SHALL PROVIDE ENGINEERED SHORING SYSTEM PER SPECIFICATION SECTIONS 02220, 02360. SUBMIT AS SHOP DRAWING SIGNED AND SEALED BY A LICENSED FLORIDA P.E. SIGNED AND SEALED PLANS SHALL BE SUBMITTED TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION. SUBMITTAL FOR LOCATION 3 SHALL ALSO BE APPROVED BY THE CITY OF MAITLAND PRIOR TO IMPLEMENTING. THE COST OF ALL MATERIALS FOR SHORING OF EXCAVATIONS SHALL BE

INCLUDED IN THE UNIT PRICE FOR RELATED CONSTRUCTION PAY ITEMS.

44.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY CONTROLS AND/OR STRUCTURES REQUIRED TO MAINTAIN SUITABLE AND SAFE WORKING CONDITIONS AT ALL TIMES. SUCH ITEMS SHALL

BE REMOVED ONCE THAT PORTION OF WORK HAS BEEN COMPLETED.

45.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND SHALL REPLACE ANY PORTION WHICH, IN THE OPINION OF THE ENGINEER OR RPR, HAS BECOME DISPLACED DUE TO

EROSION OR DUE TO CARELESSNESS OR NEGLIGENCE ON THE PART OF THE CONTRACTOR.

BYPASS AND DEWATERING

46.COLLECTION SYSTEM BYPASS SHALL BE PROVIDED PER SPECIFICATION SECTION 01516. TEMPORARY

BYPASS PIPING SHALL BE LAID ABOVE GROUND WHERE PRACTICAL, AND LAID WITHIN EXISTING RIGHT OF WAY AND EASEMENTS. TEMPORARY BYPASS PIPING SHALL BE LAID BELOW GRADE AT ALL ROADWAY, DRIVEWAY AND SIDEWALK CROSSINGS.

47.ALL PAVED SURFACES DISTURBED FOR INSTALLATION OF BYPASS PIPING SHALL BE TEMPORARILY RESTORED PER FIGURE A613. WHERE SHOWN, LOCATION OF BYPASS PUMP SKIDS AND RESTORATION IS

APPROXIMATE IN NATURE AND DEPICTED FOR INFORMATION ONLY. CONTRACTOR SHALL BE

RESPONSIBLE FOR FINAL LOCATION OF BYPASS PUMPS AND RESTORATION AT NO ADDITIONAL COST TO

THE COUNTY.

48.IMMEDIATELY UPON REMOVAL OF BYPASS, GROUT ALL CORED STRUCTURE PENETRATIONS.

49.ALL DRAINAGE FACILITIES THAT ARE CROSSED AND/OR DISTURBED DURING CONSTRUCTION SHALL REMAIN FUNCTIONAL AT ALL TIMES OR THE CONTRACTOR SHALL INSTALL FACILITIES TO MAINTAIN THE

FLOW, AT NO ADDITIONAL COST TO THE OWNER.

50.CONTRACTOR SHALL PROVIDE ENGINEERED DEWATERING SYSTEM PER SPECIFICATION SECTION 02140.

SHOP DRAWING SUBMITTAL SHALL BE SIGNED AND SEALED BY A LICENSED FLORIDA GEOTECHNICAL ENGINEER. DEWATERING PLAN SHALL PROVIDE MEANS FOR OVERCOMING EXISTING PIPE TRENCH AND

BEDDING WHICH MAY INCLUDE STONE.

51.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DE-WATERING REQUIRED DURING CONSTRUCTION AND

TO OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR THE TEMPORARY DE-WATERING.

52.MAINTAIN UTILITY SERVICES AT ALL TIMES. IF BY-PASS OR WELL POINT PUMPING IS NECESSARY, USE DIESEL ENGINES WITH QUIET PACK SYSTEM OR ELECTRIC MOTORS, TO KEEP NOISE TO AN ABSOLUTE MINIMUM (SPECIFICATION SECTION 01516). BY-PASS PUMPS SHALL HAVE AT LEAST ONE (1) BACKUP UNIT IN PLACE, AND SHALL BE ATTENDED BY A COMPETENT OPERATOR AT ALL TIMES WHEN IN USE. ALL DISCHARGE ACCESSORIES SHALL BE PVC, HARD RUBBER OR OTHER SUITABLE MATERIAL WITH NO LEAKING JOINTS. SOFT/LAYFLAT STYLE HOSE IS NOT ACCEPTABLE. SUBMITTALS FOR WELL POINT LAYOUT AND EQUIPMENT ARE REQUIRED PRIOR TO START OF WORK. DEWATERING SYSTEM SHALL BE UTILIZED IN ACCORDANCE WITH GOOD STANDARD PRACTICES AND MUST BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF EXCAVATION TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. NO POLLUTED WATERS SHALL BE DISCHARGED INTO STORM SYSTEM OR BODIES OF WATER.

BEFORE DISCHARGE OF PRODUCED GROUND WATER TO ANY SURFACE WATER OF THE STATE FROM A

NON-CONTAMINATED SITE, ANALYTICAL TESTS ON SAMPLES OF DISCHARGE WATER SHALL BE

PERFORMED TO DETERMINE CONTAMINATION. TEST RESULTS MUST MEET MINIMUM REQUIREMENTS SET

BY FDEP [DOCUMENT 62-621.300(2) GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED

GROUNDWATER FROM NON-CONTAMINATED SITE ACTIVITY]. ANY DEWATERING DRAINAGE DISCHARGED INTO SANITARY SEWERS MUST BE APPROVED BY ORANGE COUNTY UTILITIES BEFORE DISCHARGING.

UTILITY CONSTRUCTION

53.PIPE SIZES ON PLANS ARE NOMINAL IN DIAMETER.

54.PIPE LENGTHS SHOWN ON PLANS ARE APPROXIMATE. ACTUAL LENGTHS ARE TO BE DETERMINED BY

THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.

55.ALL EXISTING AND NEW OCU WATER AND SEWER VALVES, VALVE BOXES, AND MANHOLES SHALL BE PROTECTED AND ADJUSTED TO FINISHED GRADE AS SHOWN ON THE DRAWINGS. VALVE AND VALVE BOXES SHALL REMAIN ACCESSIBLE AT ALL TIMES. ANY VALVES THAT MIGHT BE COVERED DURING

CONSTRUCTION SHALL BE MARKED WITH A MARKER (GREEN FOR SEWER, BLUE FOR WATER, AND

PURPLE FOR RECLAIMED WATER MAIN), A MINIMUM OF FOUR (4) FEET ABOVE GRADE. ALL VALVES

UNDER CONSTRUCTION ARE TO REMAIN CLOSED DURING CONSTRUCTION.

56.ALL PIPE AND STRUCTURES SHALL BE LAID IN THE DRY TRENCH TO THE ELEVATIONS AND SLOPE SHOWN ON THE CONSTRUCTION DRAWINGS. LASER EQUIPMENT SHALL BE USED TO PROVIDE LINE AND GRADE.

THE LASER EQUIPMENT SHALL HAVE A SLOPE INDICATOR TO FACILITATE CHECKING BY BOTH THE PIPE LAYING FOREMAN AND THE CITY ENGINEER. A ZERO TOLERANCE FOR ERRORS IN LINE AND GRADE WILL BE ALLOWED. TOLERANCE FOR DEFLECTION SHALL BE BASED BY INDUSTRY STANDARDS UNLESS OTHER

WISED SPECIFIED.

57.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, AND/OR THE CITY OF MAITLAND FOR LOCATION 3. THE CONTRACTOR

SHALL PROVIDE ALL REASONABLE ASSISTANCE DURING SOIL TESTING.

58.THE CONTRACTOR SHALL BACKFILL UTILITY TRENCHES EACH EVENING AND SHALL LAY NO MORE THAN ONE SECTION OF SEWER, STRUCTURE TO STRUCTURE (INCLUDING LATERAL CONNECTIONS), BEFORE RETURNING TO BACKFILL, COMPACT THE SUBGRADE AND INSTALL THE BASE WHERE APPLICABLE. UPON

COMPLETION OF THE WORK, THE LINES SHALL BE CLEANED, WITH ALL DEBRIS REMOVED AT

DOWNSTREAM MANHOLE. EACH SECTION OF SANITARY PIPE WILL BE TV INSPECTED BY THE CITY TO INDICATE ANY PIPE DEFECTS. BELLIES OR OTHER DEFORMITIES WILL BE RE-LAID TO PROVIDE THE

CORRECT LINE AND GRADE. OCU WILL BILL THE CONTRACTOR DIRECTLY FOR TV RE-INSPECTION PROVIDED BY THE COUNTY (PER LINEAR FOOT), IF THE LINE FAILS THE INITIAL INSPECTION. ALL MANHOLES SHALL BE EXAMINED FOR PROPER GRADE AND WATER TIGHTNESS. THE CONTRACTOR SHALL ASSIST THE ENGINEER BY PROVIDING ALL INSPECTION ASSISTANCE AS REQUIRED. THE CONTRACTOR SHALL MAKE NOTE OF ANY CORRECTIONS REQUIRED AND SHALL PERFORM ALL REMEDIAL ACTIONS PRIOR TO THE FINAL ACCEPTANCE BY THE RPR. THE ASPHALT SHALL BE PLACED AFTER THE PIPE WORK

AND TESTING ARE COMPLETED AND ACCEPTED BY THE COUNTY.

59.THE OWNER SHALL PROVIDE THE SERVICES OF A TESTING LABORATORY TO DETERMINE WHETHER THE REQUIREMENTS FOR MATERIALS SPECIFICATIONS ARE MET. THE CONTRACTOR SHALL GIVE THE RPR A MINIMUM OF 48 HOURS NOTICE WHEN REQUESTING FIELD TESTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS BEFORE STARTING ANY ACTIVITY THAT REQUIRES TESTING. 48 HR NOTIFICATION

SHALL ALSO BE PROVIDED TO THE CITY OF MAITLAND FOR LOCATION 3.

60.THE CONTRACTOR MAY BE ALLOWED TO FURNISH AND PLACE EXCAVATABLE FLOWABLE FILL AS A NO ADDITIONAL COST ALTERNATIVE TO BACKFILLING AND COMPACTING SOILS AS APPROVED BY THE

ENGINEER AND THE JURISDICTIONAL AUTHORITY RESPONSIBLE FOR THE RIGHT-OF-WAY.

61.BEFORE A CONNECTION IS TO BE MADE TO AN EXISTING PIPE OR MANHOLE, THE CONTRACTOR SHALL EXCAVATE THE AREA TO VERIFY THE TYPE, SIZE, ELEVATION, AND CONDITION OF THE PIPE AND/OR MANHOLE, AND OBTAIN THE ENGINEER'S APPROVAL FOR THE PROPOSED CONNECTION METHOD, UNLESS

OTHERWISE DETAILED IN THE SPECIFICATIONS OR DRAWINGS.

62.LATERALS SHALL BE BURIED BETWEEN THREE (3) AND FIVE (5) FEET BELOW THE FINISH GRADE AT THE RIGHT OF WAY LINES. CLEANOUTS SHALL BE LOCATED AS CLOSE AS PRACTICAL TO THE R/W LINE, AS APPROVED BY THE ENGINEER. THE LOCATION OF LATERALS SHOWN ON PLANS IS APPROXIMATE. IF THERE IS NO EXISTING LATERAL, THE CONTRACTOR SHALL COORDINATE FINAL LOCATION WITH PROPERTY OWNER PRIOR TO CONSTRUCTION. THE LOCATION OF LATERALS SHALL BE MARKED WITH AN "X" ON THE TOP OF THE CURB, SIDEWALK OR EDGE OF PAVEMENT IF NO CURB OR SIDEWALK EXISTS.

63.AVOID PLACEMENT OF CLEANOUTS IN DRIVEWAYS AND OTHER PAVED AREAS UNLESS OTHERWISE INDICATED IN THE DRAWINGS, OR IF DIRECTED BY THE RPR TO DO SO. IN THESE LOCATIONS ALL CLEANOUTS SHALL BE H20 TRAFFIC LOAD RATED WITH METAL LOCKABLE COVERS STAMPED WITH THE

WORD "SEWER".

64.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.

65.UNDER NO CIRCUMSTANCE SHALL THE ACTIVITIES OF THE CONTRACTOR OR HIS SUBCONTRACTORS CAUSE ANY INTERRUPTIONS TO THE SERVICE OR OPERATION OF EXISTING UTILITIES WITHOUT WRITTEN AUTHORIZATION FROM AN AUTHORIZED REPRESENTATIVE OF THE UTILITY COMPANY OR OWNER. ANY

PIPING OR OTHER UTILITIES WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE

INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH THE

PERMISSION OF THE ENGINEER AND THE UTILITY OWNER. CONTRACTOR SHALL COPY ENGINEER OF ALL

CORRESPONDENCE WITH UTILITY OWNER.

PUBLIC SIDEWALK CURB RAMPS

66.CONTRACTOR SHALL CONSTRUCT SIDEWALK CURB RAMPS CONFORMING TO FDOT INDEX 522-002 AND

ADA STANDARDS 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.

ACCESS AND MAINTENANCE OF TRAFFIC

67.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE

TRAFFIC CONTROL DEVICES AND BARRIERS, FOR THE PROTECTION OF VEHICLES, PEDESTRIANS AND THE WORKERS. THE COST OF TRENCH BOXES IF REQUIRED BY TO IMPLEMENT THE APPROVED M.O.T.

PLAN, SHALL BE INCLUDED IN THE UNIT PRICE FOR UTILITY CONSTRUCTION. ALL WORK SHALL BE IN ACCORDANCE WITH THE F.H.W.A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND F.D.O.T.

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION AND REVISION, AND MEET

WITH THE APPROVAL OF ORANGE COUNTY PUBLIC WORKS DEPARTMENT, THE CITY OF MAITLAND

(LOCATION 3), AND FDOT TRAFFIC ENGINEERING IF WORKING IN THE FDOT RIGHT OF WAY.

68.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING EACH EMPLOYEE SUPERVISING THE SELECTION AND PLACEMENT OF M.O.T. CONTROL DEVICES SHALL BE PROPERLY TRAINED AND CERTIFIED BY ATTENDING AND SUCCESSFULLY COMPLETING A FDOT APPROVED MOT COURSE. THE TRAINING SHALL BE AT A LEVEL APPLICABLE TO THE EMPLOYEE'S LEVEL OF INVOLVEMENT. ALL M.O.T.

CERTIFICATIONS SHALL BE PROVIDED BY THE CONTRACTOR.

69.PEDESTRIAN CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH FDOT INDEX 102-660. PEDESTRIAN CONTROL SHALL BE MAINTAINED ON ONE SIDE OF THE ROAD AT ALL TIMES. IF UNABLE TO DO SO, THE CONTRACTOR SHALL PROVIDE TEMPORARY WALKWAYS, BOARDWALKS, AND/OR TEMPORARY CONCRETE

SIDEWALK.

70.ALL SIGNS AND TRAFFIC CONTROL DEVICES SHALL BE NEW OR LIKE NEW CONDITION. ALL SIGNS SHALL BE POST MOUNTED UNLESS OTHERWISE INDICATED. EXISTING REGULATORY AND WARNING SIGNS ARE TO BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE NOTED. CHANNELING DRUMS SHALL BE USED ON

NEWLY PAVED ROADWAYS. WATER FILLED BARRIER SHALL BE INSTALLED PER MANUFACTURERS

SPECIFICATIONS. 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. ON STREET PARKING IS FOR THE GENERAL PUBLIC AND SHALL NOT BE USED FOR ANY OF THE FOLLOWING:

CONTRACTOR OR SUBCONTRACTOR PARKING, CONSTRUCTION STAGING, TRUCK STAGING, STORING OF

MATERIALS, ET. DELIVERY TRUCKS SHALL NOT BLOCK TRAFFIC.

71.CONTRACTOR TO COMPLETE HIS WORK AT THE END OF EACH DAY AND REOPEN SIDEWALKS FOR PUBLIC USE. SIDEWALKS SHALL CONSIST OF A STABILIZED ASPHALTIC SURFACE, OR EQUAL, SUITABLE FOR PUBLIC FOOT TRAFFIC. MATERIAL TO BE USED SHALL BE APPROVED BY THE COUNTY PRIOR TO

INSTALLATION.

EMERGENCY AND SPILLS

72.IN THE EVENT OF A MAIN BREAK, SPILL OR OTHER EMERGENCY ASSOCIATED WITH ORANGE COUNTY

UTILITY LINES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ORANGE COUNTY UTILITY DISPATCH

(407) 836-2777 ANYTIME 24/7. THE CONTRACTOR SHALL PROVIDE TANKERS TO IMMEDIATELY CLEAN UP ANY WASTEWATER SPILLS. THE CITY OF MAITLAND'S APOPKA DISPATCH (407-539-6262) SHALL ALSO BE

IMMEDIATELY NOTIFIED OF ANY SPILLS AT LOCATION 3.

73.THE CONTRACTOR SHALL PROVIDE A WEATHERPROOF ENCLOSURE CONTAINING A LEGIBLY AND ACCESSIBLE LIST OF EMERGENCY CONTACTS AND PHONE NUMBERS. THIS LIST SHALL BE MAINTAINED

AND ACCESSIBLE AT ALL TIMES THROUGH THE DURATION OF THE PROJECT.

74.ALL DAMAGE TO ORANGE COUNTY MAINS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT DONE IN A TIMELY MANNER, AS DETERMINED BY

THE ORANGE COUNTY UTILITY INSPECTOR, ORANGE COUNTY MAY PERFORM REPAIRS AND THE

CONTRACTOR WILL BE CHARGED FOR SAID REPAIRS.

CHECKED BY: X

CAD FILE:

SCALE: 1" = 200'

DRAWING NO.:LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

ORANGE COUNTY

UTILITIES DEPARTMENT

ENGINEERING DIVISION

9150 CURRY FORD ROAD ORLANDO, FL. 32825

UNIVERSITY SHORES- PACKAGE 4

³

KEY MAPS

G 400

SA 3886 - ANDREW PLACE - SHEET C-1

NTS SA 3890- BRADFORD PARK- SHEET C-2

NTS

SA 3891 - LAKE IRMA ESTATES - SHEET C-3

NTS

SA 3843 - PINEWOOD VILLAGE - SHEET C-4

NTS

128200 Rectangle

128200 Rectangle

128200 Rectangle

128200 Rectangle

128200 Typewritten Text

128200 Text Box

CHECKED BY: X

CAD FILE:

SCALE: 1" = 200'

DRAWING NO.:LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

ORANGE COUNTY

UTILITIES DEPARTMENT

ENGINEERING DIVISION

9150 CURRY FORD ROAD ORLANDO, FL. 32825

UNIVERSITY SHORES- PACKAGE 4

³

KEY MAPS

G 500

SA 3695- ALLISON OAKS - SHEETS C-5 AND C-6

NTS

SA F3166- HARBOR EAST - SHEETS C-5 AND C-6

NTS

128200 Rectangle

Rectangle

DATE

38860000

38860005

38860006

38860001

38860003

38860002

University Blvd

Bi bb

L n

La ke

M ira

D r

Larwin Ln

Belter Dr

Hall Rd

Buckley Ct

Spencer Ct

Weep ing W illo w W ay

M uz an te

C t

Br oa d M ea do w C t

8''

PVC FM (1

4''

PVC FM (1

8'' PVC FM (34565)

8'' PVC FM (34565)

8'' P

VC

F

M (1

4'' PVC FM (115)

REV DESCRIPTION

DRAWN BY: X

CHECKED BY: X

CAD FILE:

SCALE: 1" = 200'

DRAWING NO.:LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

ORANGE COUNTY

UTILITIES DEPARTMENT

ENGINEERING DIVISION

9150 CURRY FORD ROAD ORLANDO, FL. 32825

UNIVERSITY SHORES- PACKAGE 4

³0 400 Feet

SA 3886 - ANDREW PLACE

Legend

Pump Station Subarea (SA)

&- Pump Station

Force Main

Gravity Main !( Sewer Manhole

Sewer Lateral L Gravity Main Line

C Gravity Main Clean

_̂ Gravity Main Repairs

R Gravity Main Replace

Gravity Main Descale & LineDLLateral Line Repair

!ôR Manhole R/R

C -1

38900059

38900051

38900041

3890004338900044

38900063

38900005

38900028

38900031

38900054

38900055

38900062

38900037

38900002

38900027

38900032

38900047

38900060

38900003

38900033

38900018

38900020

38900023 3890000838900007

38900061

38900004

38900010

38900025

3890005038900048

38900056

38900045

38900042

38900064

38900029

38900011 38900014

38900030

38900024

38900001

38900012

38900015

38900017

38900022

38900058

38900053

38900006

38900000

38900038

38900013

38900021

38900057

38900052

38900049

38900046

38900035

38900034

38900016

38900019

38900026

University Blvd

Port Said St

La ke

M ira ge B lv d

La ke

M ira

D r

Georgeann St

Q ue ni ta

D r

Sidon St

Te ni ta D r

Pickw ick D r

Woodsworth Dr

C oo l W at er C t

Lake Waunatta Dr

Brookway St

Donna Lynn Ln

Waldorf Ct

Shalace Ct

Guild ford

CtBe nt fo rd

C t

Whistlewing Ct

University Garden Dr

Yacht C t

Waunaqua Dr

N M ira Blvd

W ic kl ow

C ir

Deville Ct

Waterglow Ct

Riviera Shore Ct

Lake Mira Ct

Woodfare Ct

W in gb ow

C t

Marbella View Ct

C ap et ow n D r

W in dw ay

C t

W inbrook Ln

Fa lle n Pi ne C t

W in df al l C t

Active

Active

Active

Active

F3166

10131

4'' PVC FM (384)

'' P

VC

F

M (7

8)

12'' PVC FM (34565)

4' ' P

VC

F

M (3

4'' PVC FM (384)

12'' PVC FM (7258)

REV DESCRIPTION

DRAWN BY: X

CHECKED BY: X

CAD FILE:

SCALE: 1" = 200'

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

ORANGE COUNTY

UTILITIES DEPARTMENT

ENGINEERING DIVISION

9150 CURRY FORD ROAD ORLANDO, FL. 32825

UNIVERSITY SHORES - PACKAGE 4

SA3890 - BRADFORD PARK³0 400

Feet

Legend

Pump Station Subarea (SA)

&- Pump Station

Force Main

Gravity Main !( Sewer Manhole

Sewer Lateral L Gravity Main Line

C Gravity Main Clean

_̂ Gravity Main Repairs

R Gravity Main Replace

Gravity Main Descale & LineDLLateral Line Repair

!ôR Manhole R/R

389000

3890003

3890004

389000

DRAWING NO.:

C-2

38910011

38910004

38910009

38910014

38910003

3891001238910006

38910008

38910015

38910005

38910000

38910010

38910013

38910007

38910001

38910002

Bibb Ln

University Blvd

Sidon St

La ke

M ira

D r

N E co nl oc kh at ch ee T rl

Belter Dr

Irm a

Sh or es D r

Larwin Ln

Port S aid St

O ra ng e

La ke

D r

Port S im bo r A ve

Spencer Ct

M uz an te

C t

Port Sudan Ct

Lake Mira Ct

Bu ck le y

Ct

Littleton CtTa m ar is k W ay

10438

12'' P

VC FM (3

4565)

8' ' P

VC

F

M (1

8'' PVC FM (10527)

4'' PVC

FM

(2032)

4''

PVC FM (1

4'' PVC FM (45165)

8' ' D

IP

F

M (1

8'' P

VC

F

M (1

8' ' P

VC

F

M (1

12'' P

VC FM (3

4565)

8' ' P

VC

F

M (1

8'' PVC FM (10527)

4'' PVC FM (2032)

4'' PVC FM (115)

8''

PV

C

FM

(1

REV DESCRIPTION

DRAWN BY: X

CHECKED BY: X

CAD FILE:

SCALE: 1" = 200'

DRAWING NO.:LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

ORANGE COUNTY

UTILITIES DEPARTMENT

ENGINEERING DIVISION

9150 CURRY FORD ROAD ORLANDO, FL. 32825

SA3891 - LAKE IRMA ESTATES

UNIVERSITY SHORES - PACKAGE 4

³0 400 Feet

Legend

Pump Station Subarea (SA)

&- Pump Station

Force Main

Gravity Main !( Sewer Manhole

Sewer Lateral L Gravity Main Line

C Gravity Main Clean

_̂ Gravity Main Repairs

R Gravity Main Replace

Gravity Main Descale & LineDLLateral Line Repair

C - 3

39430001

39430002

39430011 39430012

39430010 39430008 39430007

39430006

39430005

39430000

3943000339430004

39430009

Alveron Ave

Baja Blvd

Bates Rd

Bucksaw Dr

Pa te l D r

N C hi ck as aw

T rl

R ol lin g

Lo g

D r

Vi a

D os

C ro w n

Je w el C t

Auburn Cir

Al le y

Via U no

W ed ge C t

Lo gg er C t

4'' PVC FM (-1)4'' PVC FM (-1)

REV DESCRIPTION

DRAWN BY: X

CHECKED BY: X

CAD FILE:

SCALE: 1" = 200'

DRAWING NO.:LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

ORANGE COUNTY

UTILITIES DEPARTMENT

ENGINEERING DIVISION

9150 CURRY FORD ROAD ORLANDO, FL. 32825

UNIVERSITY SHORES

SA3943 - PINEWOOD VILLAGE³0 400

Feet

Legend

Pump Station Subarea (SA)

&- Pump Station

Force Main

Gravity Main !( Sewer Manhole

Sewer Lateral L Gravity Main Line

C Gravity Main Clean

_̂ Gravity Main Repairs

R Gravity Main Replace

Gravity Main Descale & LineDLLateral Line Repair

C - 4

CHECKED BY: X

CAD FILE:

SCALE: 1" = 200'

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

ORANGE COUNTY

UTILITIES DEPARTMENT

ENGINEERING DIVISION

9150 CURRY FORD ROAD ORLANDO, FL. 32825

UNIVERSITY SHORES - PACKAGE 4

SA3965 - ALLISON OAKS³0 400

Feet

Legend

Pump Station Subarea (SA)

&- Pump Station

Force Main

Gravity Main !( Sewer Manhole

Sewer Lateral L Gravity Main Line

C Gravity Main Clean

_̂ Gravity Main Repairs

R Gravity Main Replace

Gravity Main Descale & LineDLLateral Line Repair

!ôR Manhole R/R

DRAWING NO.:

C- 5

CHECKED BY: X

CAD FILE:

SCALE: 1" = 200'

DRAWING NO.:LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

ORANGE COUNTY

UTILITIES DEPARTMENT

ENGINEERING DIVISION

9150 CURRY FORD ROAD ORLANDO, FL. 32825

UNIVERSITY SHORES - PACKAGE 4

SA3965 ALLISON OAKS³0 400

Feet

Legend

Pump Station Subarea (SA)

&- Pump Station

Force Main

Gravity Main !( Sewer Manhole

Sewer Lateral L Gravity Main Line

C Gravity Main Clean

_̂ Gravity Main Repairs

R Gravity Main Replace

Gravity Main Descale & LineDLLateral Line Repair

C - 6

F3166

10041

F3166

10131

ORANGE COUNTY

UTILITIES DEPARTMENT

ENGINEERING DIVISION

UNIVERISTY SHORES - PACKAGE 4

SAF3166 - HARBOR EAST³

Legend

L

C

R

DL

!ôR

C - 7

38920073

F3166009

F31660000F31660084

F31660088

F31660087

F31660085

Port Said St

T C

U B lv d

Pamlico St

Esperanza St

La ke

J ea n D r

Dominguin St

C am ba y

Av e

Vi a

D os

N C hi ck as aw

T rl

C apetow n D r

S M

U C t

La ke w oo d P oi nt e D r

Bl ue br oo k D r

R iv er br oo k

D r

Ve ra va l A ve

M I

T St

Calcutta Ave

Castinango St

Park Promenade Dr

S M

U B lv d

Singapore Ct

Laurel Springs Dr

R os eb ud

L n

Villanova St

Vi a

U no

C ra ne S tra nd

D r

Crushed Pepper Ave

Aden Ct

Sh el l C ov e Ln

University Garden Dr

Georgia Tech St

Far View Cir

Georgia Peach Dr

C he di st on C ir

Tumeric Ct

B Y

U C t

Sw ee t G ra ss C ir

Br an dy w oo d

C ir

W oo dr un

C t Captiva Ct

Irm as to ne

W ay

Bibb Ln

Annatto Cv

Port Sim bor Ave

F3166

Active

Active

Active

10041

3893A

F3166

10042

F3110

12'' PVC FM (34565)

4' ' P

VC

FM

(3

4'' PVC FM (384)

4'' PVC FM ()

4'' PVC FM (10384)

4' ' D

IP

F

M (3

0)

4'' PVC FM (3080)

12'' PVC FM

(34565)

4'' PVC

FM

(31651)

4'' PVC FM (384)

4'' PVC FM (10384)

REV DESCRIPTION

DRAWN BY: X

CHECKED BY: X

CAD FILE:

SCALE: 1" = 200'

DRAWING NO.:LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

ORANGE COUNTY

UTILITIES DEPARTMENT

ENGINEERING DIVISION

9150 CURRY FORD ROAD ORLANDO, FL. 32825

UNIVERISTY SHORES - PACKAGE 4

SAF3166 - HARBOR EAST³0 400

Feet

Legend

Pump Station Subarea (SA)

&- Pump Station

Force Main

Gravity Main !( Sewer Manhole

Sewer Lateral L Gravity Main Line

C Gravity Main Clean

_̂ Gravity Main Repairs

R Gravity Main Replace

Gravity Main Descale & LineDLLateral Line Repair

!ôR Manhole R/R

38920073892007

389200389200

389200

389200 389200

389200

389200

389200

389200 389200389200

389200 389200

389200 389200

389200 389200

389200

389200

389200

389200

389200

389200

389200

389200

389200389200

389200

389200

F316600

F316600

C - 8

CHECKED BY: X

CAD FILE:

SCALE: 1" = 200'

DRAWING NO.:LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

ORANGE COUNTY

UTILITIES DEPARTMENT

ENGINEERING DIVISION

9150 CURRY FORD ROAD ORLANDO, FL. 32825

CD-1

UNIVERSITY SHORES - PACKAGE 4

SITE CIVIL DETAILS

CHECKED BY: X

CAD FILE:

SCALE: 1" = 200'

DRAWING NO.:LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

ORANGE COUNTY

UTILITIES DEPARTMENT

ENGINEERING DIVISION

9150 CURRY FORD ROAD ORLANDO, FL. 32825

CD-2

UNIVERSITY SHORES - PACKAGE 4

SITE CIVIL DETAILS

ORANGE COUNTY UTILITIES

STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL

STANDARD DRAWINGS

FIGURE RR-09

GRAVITY R/RAPPENDIX A

DATE: January 20, 2012

CONTINUOUS 1-1/2" x 1/2"

BUTYL MASTIC STRIP

(TYP)

PACK w/ GROUT

COMPRESSION BANDS

(TYP)

GRAVITY

SEWER PIPE

HDPE

EXTERNAL BOOT

HDPE LINER

WELD BOOT

CIRCUMFERENTIALLY

TO HDPE LINER

INTERIOR EXTERIOR

FLEXIBLE PIPE CONNECTION

TO HDPE LINED MANHOLE

NOTES:

1. POUR HYDRAULIC CHANNAL AFTER SUCCESFUL

TESTING OF HDPE WELDS.

Rectangle

CHECKED BY: X

CAD FILE:

SCALE: 1" = 200'

DRAWING NO.:LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

ORANGE COUNTY

UTILITIES DEPARTMENT

ENGINEERING DIVISION

9150 CURRY FORD ROAD ORLANDO, FL. 32825

CD- 3

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

PRECAST CONCRETE MANHOLE

10/10/2021

FIGURE A301

1. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24-IN

OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE FIG A302-2.

2. ECCENTRIC CONE DESIGN MAY BE USED FOR CONFLICT RESOLUTION WITH OCU

APPROVAL.

3. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT

INTO FLOW STREAM IN ACCORDANCE WITH FIG A303.

4. LIFT HOLES THROUGH STRUCTURE ARE NOT PERMITTED.

5. HEAT SHRINK WRAP FOR ALL BARREL SECTION JOINTS SHALL BE A MIN 9-IN WIDTH AND

A MIN 17-IN WIDTH WRAP ON THE CORBEL SECTION, RISER RINGS AND RING AND

COVER.

6. HDPE ADJUSTING RINGS MAY BE SUBSTITUTED FOR BRICK RISERS.

7. SECTION HEIGHTS VARY AS REQUIRED, AND AS AVAILABLE, FROM APPROVED

MANUFACTURERS LISTED IN APPENDIX D AND IN COMPLIANCE WITH ASTM C478.

8. MANHOLE SHALL BE COATED OR LINED IN ACCORDANCE WITH SECTIONS 2310 & 3119.

INSIDE WALL

PRE-PRIMED JOINT

SURFACES (TYP)

OUTSIDE WALL

2" MIN JOINTING MATERIAL,

APPLIED TO BOTH LIPS

SQUEEZE-OUT, MIN 0.50"

INTERIOR AND EXTERIOR

(TYP)

SET COVERS FLUSH IN

PAVED AREAS

MANHOLE FRAME & COVER

(SEE STANDARD DETAIL A305)

FRAMES BEDDED IN

MORTAR

2 COURSES OF BRICK (MIN)

4 COURSES (MAX) OR MIN 5"

TO MAX 10" HDPE

ADJUSTING RING

0.8D (EFFLUENT PIPE DIA)

CONCRETE WITH CRYSTALLINE

WATER PROOFING ADMIXTURE

SHRINK SEAL (TYP) (SEE

NOTE 5)

COATING OR LINER

(SEE NOTE 8)

3' MAX

EXTERNAL MANHOLE HEAT

BENCHING (2" MIN)

48" MIN

6" MIN

24"

8"

1' MIN

9" M

IN

9"

8"

6" MIN

12" MIN

2"

FDOT #57 STONE IN ALL

DIRECTIONS (MIN 9-IN)

WRAPPED IN GEOFRABRIC

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

GRAVITY MANHOLE CONNECTION

10/10/2021

FIGURE A302-1

1. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH

HAVE AN INVERT 2-FT OR MORE ABOVE THE MANHOLE INVERT. SEE FIG A302-2.

2. CONTRACTOR SHALL COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURING

EXCAVATION, CORING AND CONNECTIONS TO EXISTING MANHOLES.

3. ALL PIPE CONNECTIONS SHALL HAVE A MINIMUM OF 12-IN SEPARATION FROM ALL

JOINTS AND CORES.

4. PIPE SHALL PROTRUDE INTO MANHOLE 2-IN TO 4-IN. THE CONTRACTOR SHALL BEVEL

MUD FROM EDGE OF PIPE TO WALL.

5. CONNECTIONS ON EXISTING MANHOLES, REFER TO SECTION 3113 FOR EXCAVATIONS

FOR STRUCTURES.

6. MANHOLE SHALL BE COATED OR LINED IN ACCORDANCE WITH SECTIONS 2310 & 3119.

PVC

PVC

PRECAST MANHOLE

WALL

PRECAST

MANHOLE WALL

STAINLESS STEEL

PIPE CLAMP

RESILIENT CONNECTOR

(PER APPENDIX D)

STAINLESS STEEL BAND

CAST-IN-PLACE SEAL

(PER APPENDIX D)

"M

IN

(S

E E

N O

TE

3)

"M

IN

(S

E E

N O

TE

3)

LINER (SEE NOTE 6)

CONNECTION

(SEE ALL NOTES)

(SEE NOTE 4)

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

GRAVITY MANHOLE CONNECTION - OUTSIDE DROP

10/10/2021

FIGURE A302-2

2"

1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT

SEWER.

2. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH

HAVE AN INVERT 2-FT OR MORE ABOVE THE MANHOLE INVERT.

3. CONTRACTOR SHALL COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURING

EXCAVATION, CORING AND CONNECTIONS TO EXISTING MANHOLES.

4. FORM AND POUR CONCRETE TO BOTTOM OF TEE. INSTALL A MINIMUM OF TWO (2)

U-SHAPE REBAR MIN 8-IN BELOW TEE. INSTALL GRAVITY MAIN, FORM & CAP OFF W/

CONCRETE MIN 12-IN ABOVE INFLUENT PIPE.

5. ALL PIPE CONNECTIONS SHALL HAVE A MINIMUM OF 12-IN SEPARATION FROM ALL

JOINTS AND CORES.

#4 REBAR

@ 8" OC 30" x 30"

PAD (MIN)

OUTSIDE

DROP

#4 U-SHAPE

REBAR (SEE

NOTE 4)

M

IN

INFLUENT

SEWER

DROP PIPE

(TYP)

BASE

6"

M

IN

6"6"

TEE

(TYP)

90° BEND

90°

BEND

EXISTING BASE

DRILL & EPOXY #4

DOWELS @ 8" OC

DROP

PIPE

CONC ENCASEMENT

INFLUENT

SEWER (SEE

NOTE 2)

PRECAST MANHOLE WALL

30"

COLD JOINT

#4 REINFORCING

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

GRAVITY MANHOLE FLOW CHANNELS

10/10/2021

FIGURE A303

1. ALL PIPE CONNECTIONS SHALL BE IN ACCORDANCE WITH FIGS A302-1, A302-2, GRAVITY

MANHOLE CONNECTIONS

2. ALL BENCH WORK SHALL SLOPE TOWARDS THE INVERT AND BE A MIN 2-IN PER FOOT

SLOPE.

MIN 2500 PSI CONCRETE

(PORTLAND CEMENT

TYPE II) (TYP)

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

MANHOLE IN NON-PAVED AREA

10/10/2021

FIGURE A304

SANITARY

SEWER

1. MINIMUM CLEARANCE OF 30-IN FREE FROM OBSTRUCTIONS IN ALL DIRECTIONS.

2. AREAS SUPPORTING CONCRETE COLLAR OR SLAB SHALL BE PROPERLY COMPACTED.

3. TOP OF MANHOLE SHALL BE 2-IN ABOVE FINISHED GRADE, CROWN OF ADJACENT

ROADWAY, OR 100 YEAR FLOOD ELEVATION, WHICHEVER IS GREATER.

FIBER MESH OR 4" BAR

CONTINUOUS AROUND

COLLAR. 3" MIN COVER

(TYP)

FINISHED GRADE

2,500 PSI CONCRETE

AROUND MANHOLE

2" M

IN8"

MIN

8"

MIN

7" M

IN

MIN 2,500 PSI

CONCRETE AROUND

MANHOLE

MANHOLE COVER

(SEE FIGURE A305)

LINER AS

REQUIRED

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

STANDARD MANHOLE FRAME & COVER

10/10/2021

FIGURE A305

SANITARY

SEWER

1. ONLY APPLIES TO UTILITIES OWNED AND MAINTAINED MANHOLES. "ORANGE COUNTY"

SHALL NOT APPEAR ON PRIVATE MANHOLES.

TWO NON-

PENETRATING

PICK HOLES

RAISED 1.5" LETTERS FLUSH

WITH TOP OF COVER

MACHINED MATING

SURFACES

39"

4.75" MIN

7"

25.75" (STANDARD)

1.

5"

M

IN

24" ± 0.375"

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

SERVICE LATERAL

10/10/2021

FIGURE A306-1

1. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE.

2. SERVICE LATERAL AND DOUBLE SWEEP TEES SHALL BE CAPPED BY DEVELOPER'S

SITE-WORK CONTRACTOR.

3. TEE & WYE SHALL BE NO SHALLOWER THAN 3-FT AND NO DEEPER THAN 5-FT.

4. LOCATOR BALLS TO BE INSTALLED BY DEVELOPER'S SITE-WORK CONTRACTOR, TWO

PER DOUBLE SERVICE AND ONE PER SINGLE SERVICE AT MINIMUM.

5. ALL FITTINGS SHOWN ARE TO BE INSTALLED.

6. SERVICE CONNECTIONS SHALL BE PERMANENTLY MARKED BY CUTTING AN "S" IN THE

CURB DIRECTLY OVER THE LATERAL.

7. BUILDER'S PLUMBER WILL REMOVE PLUG(S), INSTALL CLEANOUT ON DOUBLE SWEEP

TEE, AND CONNECT SERVICE LATERAL TO HOUSE. NO DIRT OR DEBRIS SHALL ENTER

THE SERVICE LATERAL THROUGHOUT CONSTRUCTION.

SINGLE

LATERAL

(TYP)

DOUBLE

LATERAL

(TYP)

LOCATOR BALL 6"

BELOW TEE (TYP)

(SEE NOTE 4)

BUILDER'S

PLUMBER (TYP)

(SEE NOTE 7)

SPRING LINE

SEWER MAIN

ROTATE

30° (TYP)

TEMP PLUG

(TYP) (SEE

NOTES 2 & 7)

FINISHED

GRADE

STAKE TO SHOW LOCATION

OF TEMPORARY PLUG (TYP)

SLOPE TO TERMINAL DEPTH

@ 1.0% MIN (TYP)

R .O

.W

WYE WITH 6"

BRANCH

6" 45° BEND

SEWER MAIN

WYE WITH 6"

BRANCH

6" 45° BEND

CLEAN-OUT

(TYP)

LOT LINE

DOUBLE

WYE W/ 6"

BRANCH

TEMP PLUG

(SEE NOTES

2 & 7)

S

BUILDER'S

PLUMBER (TYP)

(SEE NOTE 7)

CURB ETCHING

(SEE NOTE 6) (TYP)

3' M

IN

5'

M

AX

(S E

E N

O

TE

3)

S

6" DOUBLE

SWEEP TEE

(TYP)

BUILDER'S

PLUMBER (TYP)

(SEE NOTE 7)

4"-6" BELOW

GRADE (TYP)

R .O

.W

R .O

.W

R .O

.W

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

SERVICE LATERAL - PIPE CONFLICT

10/10/2021

FIGURE A306-2

1. GRADE MAX CHANGE TO INSTALL SEWER LATERAL OVER OR UNDER AN EXISTING

CONFLICT.

2. ALL CONFLICT SEPARATIONS LESS THAN THE MINIMUM SHALL NOT BE PERMITTED

UNLESS APPROVED BY THE UTILITIES INSPECTOR.

3. MINIMUM SLOPE SHALL NOT BE LESS THAN 1%.

4. BEND FITTINGS SHALL BE USED TO ENSURE PROPER SEPARATION FROM ALL

HORIZONTAL CONFLICTS.

5. IF A CONFLICT AT THE PROPERTY LINE EXISTS, TWO SINGLE SEWER SERVICES SHALL

BE INSTALLED IN AN APPROVED LOCATION BY UTILITIES.

SLOPE TO

TERMINAL DEPTH

@ 1% MIN

SEWER MAIN

WYE W/ 6"

BRANCH AND

45° BEND

BEND FITTING

(TYP)

FINISHED GRADE

6" MIN

SEPARATION

(SEE NOTE 2)

6" MIN

SEPARATION

(SEE NOTE 2)

SLOPE TO

TERMINAL DEPTH

@ 1% MIN

FINISHED GRADE

EXISTING

CONFLICT

EXISTING

CONFLICT

3' M

IN

3' M

IN

SEWER MAIN

WYE W/ 6"

BRANCH AND

45° BEND

CHECKED BY: X

CAD FILE:

SCALE: 1" = 200'

DRAWING NO.:LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

ORANGE COUNTY

UTILITIES DEPARTMENT

ENGINEERING DIVISION

9150 CURRY FORD ROAD ORLANDO, FL. 32825

CD- 4

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

BEDDING & TRENCHING - TYPE A

10/10/2021

FIGURE A101

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

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

T-180.

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

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

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

AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES.

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

FOR PIPE DIAMETER 24-IN AND LARGER.

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

DEWATERING AS REQUIRED.

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

FLOW.

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

APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN

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

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

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

PIPE AND COMPACTED BY HAND TAMP.

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

EXCAVATION AND WHEN UNSUITABLE MATERIALS ARE ENCOUNTERED IN THE

EXCAVATION.

TRENCH WIDTH

VARIES

W/ PIPE SIZE

PIPE O.D.

(SEE NOTE 4)

COMMON FILL

12" (TYP)

SELECT

COMMON FILL

UNDISTURBED

EARTH

(SEE NOTE 3)

HAUNCHING

(SEE NOTE 8) (S

EE

N

O

TE

1)

INITIAL

BACKFILL

TR

E

N C

H

BA

C K

FI

LL

(S E

E N

O

TE

2)

"L

IF

TS

M

AX

IM

U M

FINISHED GRADE

MIN 24" WATER LEVEL

1.5

(SEE NOTE 5)

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

BEDDING & TRENCHING - TYPE B

10/10/2021

FIGURE A102

SELECT

COMMON FILL

BEDDING MATERIAL

(SEE NOTE 10) BEDDING

(SEE NOTES 9 & 10)

HAUNCHING

(SEE NOTE 8)

(S

EE

N O

TE

3)

INITIAL BACKFILL

(SEE NOTE 1)

TR

E

N C

H

BA

C K

FI

LL

(S E

E N

O

TE

2)

"L

IF

TS

M

AX

12" (TYP)

PIPE O.D.

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

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

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

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

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

AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES.

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

PIPE DIAMETER 24-IN AND LARGER.

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

AS REQUIRED.

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

FLOW.

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

REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE

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

REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.

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

AND COMPACTED BY HAND TAMP.

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

FOR PIPE DIAMETER 16-IN AND LARGER.

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

BEDDING MATERIAL BELOW THE PIPE. UTILITIES SHALL DETERMINE REMOVAL OF

UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION IN THE FIELD.

COMMON FILL

FINISHED GRADE

UNDISTURBED

EARTH

1.5

TRENCH WIDTH

VARIES

W/ PIPE SIZE

(SEE NOTE 4)

MIN 24" WATER LEVEL

(SEE NOTE 5)