O28704_Phase_6A_-_Bid_Set_SS.pdf

OCU FILE NO.: 101271

CIP FUNDING CODE:

· 4420-038-1505-0016-6340 (GRAVITY SEWER)

· 4420-038-1559-0178-6340 (PUMP STATION)

· 4420-038-1539-0081-6340 (FORCE MAIN)

PLANS PREPARED BY:

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.

BOARD OF COUNTY COMMISSIONERS

JERRY L. DEMINGS

ORANGE COUNTY MAYOR

NICOLE H. WILSON

DISTRICT 1

MAYRA URIBE

DISTRICT 3

MARIBEL GOMEZ CORDERO

DISTRICT 4

KELLY MARTINEZ SEMRAD

DISTRICT 5

June 2026

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

J:\O28704\Civil\DWG\_Current_Plan_Set\O28704 Cover, Location, Index, Notes.dwg June 22, 2026

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

COUNTY ADMINISTRATOR

MICHAEL "MIKE" SCOTT

DISTRICT 6

WEKIWA SPRINGS SEPTIC TO SEWER RETROFIT

Phase 6A - Majestic Oaks

ANDRES SALCEDO

DEPUTY DIRECTOR, ORANGE COUNTY UTILITIES DEPARTMENT

VACANT

DISTRICT 2

CIVIL

G100 THROUGH G500

C100 THROUGH C902

P100

D100 THROUGH D900

X100

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY EDWIN MATOS, JR., P.E. #55407 ON

THE DATE ADJACENT TO THE SEAL

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES

STRUCTURAL

S-1.0

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY EDUARDO AVILES-NIEVES P.E.

#85887 ON THE DATE ADJACENT TO THE SEAL

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES

ELECTRICAL

E01 THROUGH E206

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY WILLIAM C. NELSON P.E. #42017 ON

THE DATE ADJACENT TO THE SEAL

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES

SURVEY

V0.1 THROUGH V1.4

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY THOMAS J. GALLOWAY #6549 ON

THE DATE ADJACENT TO THE SEAL

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES

01 THROUGH E206

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

101271

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WEKIWA SPRINGS SEPTIC TO SEWER RETROFIT

Phase 6A - Majestic Oaks www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

J:\O28704\Civil\DWG\_Current_Plan_Set\O28704 Cover, Location, Index, Notes.dwg June 22, 2026

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EDWIN MATOS, JR., P.E.

P.E. LIC. # 55407

G200

NOT TO SCALE

Cover, Location, Notes.dwg

LOCATION MAP, DRAWING INDEX, & LEGEND 2

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N.T.S.

G100 COVER SHEET

G200 LOCATION MAP, DRAWING INDEX, & LEGEND

G300 GENERAL NOTES

G400 KEY SHEET

G500 SUMMARY OF PAY ITEMS

C100 MAJESTIC WOODS BOULEVARD - PLAN

C100A MAJESTIC WOODS BOULEVARD - PROFILE

TITLEDWG. NO.

DRAWING INDEX

SHEET NO.

C200

C200A

C300

C400

C500

C500A

C600

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C700

C800

C900

C902

P100

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ORCHARD DR.

WM EXISTING WATER MAIN

EXISTING FORCE MAIN

LEGEND

EXISTING BURIED TELEPHONE

FM

EXISTING FIBER OPTIC

EXISTING STORM

RIGHT OF WAY

TEMPORARY ROADWAY

FULL ROADWAY RESTORATIONEXISTING UNKOWN UTILITY

REMOVE & REPLACE CONCRETE DRIVEWAY

REMOVE & REPLACE SIDEWALK

PROPOSED FORCE MAIN

EXISTING BURIED ELECTRIC

PROPOSED GRAVITY SANITARY SEWER

REMOVE & REPLACE CURB

EXISTING CABLE TV

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MAJESTIC WOODS BOULEVARD - PLAN

MAJESTIC WOODS BOULEVARD - PROFILE

MAJESTIC WOODS BOULEVARD - PLAN AND PROFILE

MAJESTIC WOODS BOULEVARD - PLAN AND PROFILE

MAJESTIC WOODS BOULEVARD - PLAN

MAJESTIC WOODS BOULEVARD - PROFILE

MAJESTIC WOODS BOULEVARD - PLAN

MAJESTIC WOODS BOULEVARD - PROFILE

TOWERING OAK WAY - PLAN AND PROFILE

TOWERING OAK WAY - PLAN AND PROFILE

PUMP STATION AREA DEMO PLAN

PUMP STATION GRADING PLAN

PUMP STATION NOTES, PLAN, AND SECTION

V0.1 SURVEY COVER

V1.1 TOPOGRAPHIC SURVEY

V1.2

V1.3

V1.4

TOPOGRAPHIC SURVEY

TOPOGRAPHIC SURVEY

TOPOGRAPHIC SURVEY

PROPOSED SANITARY SEWER LATERAL

D100

D200

D300

D400

D500

X100

CONSTRUCTION DETAILS

ASSET TABLES

CONSTRUCTION DETAILS

CONSTRUCTION DETAILS

CONSTRUCTION DETAILS

PUMP STATION DETAILS

D600

D700

D900

PUMP STATION DETAILS

FDOT DETAILS

EROSION CONTROL DETAILS

W/ CLEANOUT AND BACKWATER VALVE

OPEN CUT & RESTORE ROADWAY WITH

HIGH EARLY CONCRETE BACKFILL

D80034 OF 47 FDOT DETAILS

E-00136 OF 47 ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS

E-10037 OF 47 PS F3486 SINGLE LINE DIAGRAM

E-10138 OF 47 PS F3486 PROPOSED ELECTRICAL SITE PLAN

E-20039 OF 47 ELECTRICAL DETAILS - 1

E-20140 OF 47 ELECTRICAL DETAILS - 2

E-20241 OF 47 ELECTRICAL DETAILS - 3

E-20342 OF 47 ELECTRICAL DETAILS - 4

E-20443 OF 47 ELECTRICAL DETAILS - 5

E-20544 OF 47 ELECTRICAL DETAILS - 6

MILL & RESURFACE ROADWAY

PROPOSED SANITARY SEWER CLEANOUT

C90124 OF 47 PUMP STATION SITE PLAN

EXISTING SANITARY SEWER CLEANOUT

S-1.046 OF 47 DIESEL FUEL PUMP CONCRETE SLAB PLAN, SECTION AND NOTES

E-20645 OF 47 ELECTRICAL DETAILS - 7

NOTE: THIS LISTING IS PROVIDED AS AN AID. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO NOTIFY AND ARRANGE FOR FIELD LOCATION OF ALL

FACILITIES THAT WILL BE ENCOUNTERED DURING CONSTRUCTION.

UTILITY CONTACTS

GENERAL NOTES

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

CONSTRUCTION DIVISION INSPECTOR. CONTACT THE OCU DISPATCH DURING EMERGENCIES.

2. THE ORANGE COUNTY UTILITIES CONSTRUCTION DIVISION SHALL BE NOTIFIED AT LEAST TEN (10) 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 OPERATIONS OR SHUTDOWNS, ETC.

THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION PRIOR TO ANY UTILITIES CONSTRUCTION BY CALLING

(407) 254-9798.

3. ORANGE COUNTY FIELD SERVICES TELEPHONE NUMBER: 407-836-6818

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

THE OCU INSPECTOR.

4. 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. CONTRACTOR TO COORDINATE WITH COUNTY INSPECTOR.

CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, WASTEWATER, OR RECLAIMED WATER SERVICE. THE CONTRACTOR SHALL COORDINATE PRE-APPROVED INTERRUPTIONS OF SERVICE WITH THE OCU INSPECTOR 7 WORKING DAYS IN ADVANCE. THE CONTRACTOR SHALL PROVIDE FOR BYPASSING AND/OR HAULING WASTEWATER DURING APPROVED INTERRUPTIONS OF WASTEWATER FLOWS AND CONNECTIONS. THE CONTRACTOR SHALL SUBMIT A BYPASS PLAN SIGNED AND SEALED BY A PROFESSIONAL ENGINEER TO OCU DEVELOPMENT ENGINEERING FOR APPROVAL PRIOR TO IMPLEMENTATION BY CONTRACTOR.

5. 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.

FOR OPERATION OF ORANGE COUNTY PUMP STATIONS THE CONTRACTOR SHALL COORDINATE ALL PUMP STATION OPERATION AND

SHUT DOWN WITH AN ORANGE COUNTY UTILITIES INSPECTOR (407-254-9798).

6. ALL EXISTING WATER MAINS, FORCE MAINS, GRAVITY PIPES AND OTHER UTILITY FACILITIES WITHIN THE LIMITS OF THE PROJECT WILL BE SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION. OCU'S WATER, WASTEWATER AND REUSE VALVES ARE TO BE OPERATED BY ORANGE COUNTY UTILITIES STAFF COORDINATED BY OCU INSPECTOR (407-254-9798). ALL VALVES BEING INSTALLED ARE

TO REMAIN CLOSED DURING CONSTRUCTION.

7. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, AND GRAVITY MAINS AND RECLAIMED WATER MAINS. WATER MAIN, FORCE MAIN, 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.

8. LOCATIONS OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE AND LOCATION OF ALL ABOVEGROUND AND UNDERGROUND UTILITIES AND DETERMINE THE STATUS OF SAID UTILITY, PRIOR TO ANY DEMOLITION OR CONNECTION OF PROPOSED 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.

9. 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.

10. 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.

11. USE EXTREME CAUTION WHEN EXCAVATING OR CONNECTING TO ASBESTOS CEMENT PIPE. THE CONTRACTOR MAY BE REQUIRED TO SUPPLY TRUCKS CAPABLE OF PUMPING OUT THE PUMP STATION UPSTREAM FROM BREAKS OR CONNECTING 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.

12. ALL UTILITIES CONSTRUCTION CONNECTING TO THE ORANGE COUNTY UTILITIES SYSTEM SHALL CONFORM TO THE CURRENT ORANGE COUNTY MANUAL OF STANDARDS AND SPECIFICATIONS FOR WASTEWATER AND WATER MAIN CONSTRUCTION UNLESS OTHERWISE NOTED. ALL MATERIALS USED IN CONSTRUCTION SHALL BE ON THE APPROVED “APPENDIX D” LIST FROM THE CURRENT STANDARDS

MANUAL MENTIONED PREVIOUSLY.

13. 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, LIGHT POLES, AND ALL OTHER UTILITIES DURING CONSTRUCTION.

14. THE UTILITY IMPROVEMENTS AND ADJUSTMENTS SHOWN ON THESE DRAWINGS ARE INTENDED TO MAINTAIN THE INTEGRITY OF THE ORANGE COUNTY WATER, WASTEWATER AND RECLAIM WATER SYSTEMS. THE DRAWINGS DO NOT INCLUDE WORK PERFORMED ON OR

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

15. THE CONTRACTOR SHALL PROTECT EXISTING WATER METERS AND SERVICE CONNECTIONS DURING CONSTRUCTION.

16. ALL PVC WATER MAIN, SEWER AND RECLAIMED WATER MAIN PIPE SHALL CONFORM TO AWWA C900, DR 18. ALL DUCTILE IRON WATER MAIN AND RECLAIM WATER MAIN SHALL CONFORM TO ANSI/AWWA A21.51/SHEET C151. ALL PVC PRESSURE PIPES SHALL USE DUCTILE

IRON FITTINGS. FITTINGS FOR ALL SERVICES SHALL BE BRASS.

17. 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, FAS, USING BLUE AS PREDOMINANT COLOR FOR WATER; GREEN FOR WASTEWATER; AND

PURPLE FOR RECLAIMED WATER.

18. ALL BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MINIMUM DRY DENSITY AS MEASURED BY AASHTO T-180 METHOD 'D' TEST (MODIFIED PROCTOR) IN OPEN AREAS AND NOT LESS THAN 98% OF 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 THE SOIL TESTING.

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

20. ALL STATIONS AND OFFSETS REFER TO BASELINE OF STATIONING.

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

22. ALL MAINS SHALL BE CONSTRUCTED AS SHOWN ON PLANS. A MINIMUM COVER OF 36 INCHES SHALL BE MAINTAINED ON ALL MAINS, WHERE IT IS NOT OTHERWISE SPECIFIED ON PLANS OR DIRECTED BY ENGINEER.

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

24. NO VALVE BOXES, METERS, PORTIONS OF MANHOLES OR OTHER APPURTENCES OF ANY KIND SHALL BE LOCATED IN ANY PORTION OF A CURB-AND-GUTTER SECTION. CONTRACTOR SHALL ADVISE ENGINEER IMMEDIATELY UPON DISCOVERY OF A POTENTIAL CONFLICT.

25. CONTRACTOR SHALL PROVIDE DETAILED AS-BUILT DRAWINGS OF ALL EXISTING UTILITIES UNCOVERED IN TRENCHES. THE AS-BUILT SHALL RECORD LOCATION, SIZE, TYPE, ELEVATION AND OWNER OF ALL UTILITY FACILITIES UNCOVERED.

26. WHEN USING SCALED DATA CONSIDER THAT THESE PLANS MAY HAVE ALTERED IN SIZE DURING REPRODUCTION.

27. NO TUNNELING UNDER CURB AND GUTTERS NOR STORM PIPE IS ALLOWED DURING THE INSTALLATION OF SANITARY SEWER MAINS AND

SERVICE LATERALS.

28. NO EXCAVATIONS SHALL BE LEFT OPEN OVERNIGHT. ALL EXCAVATIONS SHALL BE BACKFILLED, COMPACTED AND PROVIDED WITH 6 INCHES OF CRUSHED CONCRETE FROM ONE DAY TO THE NEXT AND OVER WEEKENDS 1-INCH OF TEMPORARY "HOT" ASPHALT.

29. LOCATIONS AND DIMENSIONS OF EXISTING RIGHT-OF-WAYS AND EASEMENTS ARE BASED ON BEST AVAILABLE INFORMATION. VERIFY AND STAKE THE LIMITS OF THE RIGHT-OF-WAYS AND EASEMENTS IN ORDER TO AVOID ENCROACHMENTS BEFORE AND DURING

CONSTRUCTION.

30. WHEN OBTAINING DATA AND INFORMATION FROM THE PLANS, FIGURES SHALL BE USED IN REFERENCE TO SCALED DIMENSIONS.

31. LOCAL RESIDENTIAL ACCESS SHALL BE MAINTAINED AT ALL TIMES. PROVIDE WRITTEN NOTIFICATION TO RESIDENTS AND HOMEOWNER'S ASSOCIATION SEVEN (7) DAYS PRIOR TO IMPLEMENTING ANY ROADWAY OR DRIVEWAY CLOSURE.

32. COMPLETE ALL CONSTRUCTION WITHIN RIGHT OF WAY LIMITS AND EASEMENT LIMITS, UNLESS OTHERWISE NOTED.

33. RESTORE ALL EXISTING IMPROVEMENTS AND DISTURBED AREAS TO ORIGINAL OR BETTER CONDITION. PAVEMENT TO BE RESTORED IN ACCORDANCE WITH THE PAVEMENT RESTORATION DETAILS SHOWN ON THE CONSTRUCTION DETAIL SHEETS.

34. IF RELOCATION OF AN EXISTING GAS MAIN IS REQUIRED, IT SHALL BE RELOCATED BY OTHERS.

35. PROTECT EXISTING IMPROVEMENTS TO THE MAXIMUM EXTENT POSSIBLE. ALL DAMAGED SIDEWALK, ROADWAY PAVEMENT AND OTHER IMPROVEMENTS SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION, AT THE CONTRACTOR'S EXPENSE.

36. ASPHALTIC CONCRETE DRIVES SHALL BE COMPLETED TO THE ORIGINAL EDGE OF PAVEMENT. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE EXISTING PAVEMENT OUTSIDE OF NEW PAVING LIMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING

ALL DAMAGE TO THE EXISTING ROADWAY OUTSIDE THE NEW PAVING LIMITS.

37. ALL COUNTY ROADS TO BE OPEN CUT SHALL BE APPROVED BY ORANGE COUNTY PUBLIC WORKS PRIOR TO OPEN-CUTS. 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 24 HOURS PRIOR TO ANY OPEN CUT OF ROADWAYS 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.

38. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL REQUIREMENTS OF REGULATORY AGENCY PERMITS FOR

CONSTRUCTION ACTIVITIES AND RELATED ACTIVITIES.

39. 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 AS NECESSARY. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OCU INSPECTOR.

40. 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. CONTRACTOR TO

COMPLY WITH OSHA TRENCH SAFETY REQUIREMENTS AT ALL TIMES.

41. NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY-OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCEMAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY-OR VACUUM-TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE 3 OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPEINE. NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCEMAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE.

HOWEVER, IT IS PREFERABLE TOLAY THE WATER MAIN ABOVE THE OTHER PIPELINE.

AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY-OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCEMAINS, OR PIPELINES

CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.

42. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON-SITE DURING THE LIFE OF THE PROJECT, A WEATHERPROOF ENCLOSURE

CONTAINING A READILY ACCESSIBLE LIST OF EMERGENCY CONTACTS AND PHONE NUMBERS.

43. THE CONTRACTOR SHALL PROVIDE TANKERS AND SIGNED DOCUMENT ACKNOWLEDGING THE UNDERSTANDING OF THE ORANGE COUNTY UTILITY "EMERGENCY WATER SPILL AND WATER MAIN BREAK PROCEDURES", IN THE PRE CONSTRUCTION PACKET FOR THE MEETING.

44. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON-SITE DURING THE LIFE OF THE PROJECT, A WEATHERPROOF ENCLOSURE

CONTAINING A READILY ACCESSIBLE LIST OF EMERGENCY CONTACTS AND PHONE NUMBERS.

45. THE CONTRACTOR SHALL CALL SUNSHINE STATE ONE CALL NO LESS THAN FORTY-EIGHT (48) HOURS PRIOR TO THE START OF

CONSTRUCTION - PHONE - 800-432-4770.

46. THE DISPOSAL OF ANY EXCESS EARTHWORK MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

47. SALVAGE AND/OR DISPOSAL OF ALL EXISTING EQUIPMENT SHALL BE AT THE DIRECTION OF THE ORANGE COUNTY RESIDENT PROJECT

REPRESENTATIVE.

48. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL OF ALL STRUCTURES, PIPE, CONDUIT, WIRE, FITTINGS, ETC. THAT

ARE DEMOLISHED, DISASSEMBLED, OR REMOVED.

49. BY-PASS PUMPING SHALL BE LOW NOISE SUITABLE FOR RESIDENTIAL NEIGHBORHOODS (SEE SECTION 01001.1.05 OF THE TECHNICAL

SPECIFICATIONS).

50. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DE-WATERING REQUIRED DURING CONSTRUCTION AND TO OBTAIN AND PAY FOR

ALL PERMITS REQUIRED FOR TEMPORARY DEWATERING.

51. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY PLUGS, BLOCKING, TAPS, AND TESTING EQUIPMENT REQUIRED TO

COMPLETE PRESSURE TESTING, AS SPECIFIED.

REPAIR IMMEDIATELY:

52. 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.

53. CONTRACTOR TO PROVIDE SIGNED AND SEALED SURVEYED AS-BUILTS BY A STATE OF FLORIDA LICENSED SURVEYOR. SURVEY TO INCLUDE AS-BUILTS ON ALL INSTALLED SEWER LINES, VALVES, AND FITTINGS ON THE NEW FORCE MAIN. ALL TABLES TO BE UPDATED WITH THE CORRECT DATA TO CORRESPOND WITH THE SEWER LINES AND APPURTENANCES BEING AS-BUILT. SURVEY ALSO TO INCLUDE BOTH HORIZONTAL AND VERTICAL SEPARATION FROM ALL EXISTING WATER LINES, SANITARY SEWER LINES AND STORM LINES. SURVEY TO INCLUDE LOCATION AND SIZE OF ALL CASING PIPES INSTALLED (DIAMETER, END POINT, INVERT ELEVATION). AS-BUILTS TO BE

PROVIDED WITH REQUEST FOR CLEARANCE OF SEWER LINES.

54. CONTRACTOR TO RESTORE ALL DAMAGED AND DISTURBED AREAS TO EQUAL OR BETTER CONDITION. CONTRACTOR SHALL INCLUDE IN HIS BID ALL COSTS FOR RESTORATION OF ALL LANDSCAPED AND SODDED AREAS DISTURBED AS PART OF HIS WORK.

55. 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.

SITE SPECIFIC NOTES:

1. TEST HOLES DATA AS PER ASCE-38-02, LEVEL A. ALL OTHER UTILITY INFORMATION IS LEVEL C/D.

2. TOPOGRAPHIC SURVEY COMPLETED BY CPH CONSULTING, LLC. ON 4-16-2024.

3. DUKE ENERGY TO BE NOTIFIED 21 DAYS IN ADVANCE OF ANY WORK AROUND EXISTING UTILITY POLES.

4. ALL WORK PERFORMED WITHIN THE FDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE FDOT STANDARDS, SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND 2017 UTILITY ACCOMMODATION MANUAL.

LIMITATION OF DISTURBED AREAS:

a. CONTRACTOR SHALL BE LIMITED TO 2,100 LINEAR FEET OF 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. CONTRACTOR SHALL SAFEGUARD ALL OPEN EXCAVATIONS FROM BOTH VEHICLE AND PEDESTRIAN TRAFFIC.

c. 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.

d. THE CONTRACTOR SHALL COORDINATE HIS WORK TO CONFORM TO THESE LIMITATIONS, UNLESS OTHERWISE APPROVED, IN

WRITING, BY THE RESIDENT PROJECT REPRESENTATIVE.

SPILL NOTES:

EMERGENCY WASTEWATER SPILL, WATER MAIN, 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 OR RECLAIMED WATER MAIN BREAK OR DAMAGE. ORANGE COUNTY UTILITIES SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT OF A

WATER MAIN BREAK.

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.

BY PASS NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING ADEQUATE BY-PASS PUMPING TO MAINTAIN WASTEWATER SERVICE TO ALL

RESIDENTS.

2. CONTRACTOR SHALL SUBMIT TO THE COUNTY A WRITTEN BY-PASS PLAN FOR APPROVAL AND ACCEPTANCE PRIOR TO CONSTRUCTION.

3. CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS AND PROVISIONS AS SPECIFIED IN SECTION 01516 OF THE CONTRACT DOCUMENTS.

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

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.

PUBLIC SIDEWALK CURB RAMPS:

1. 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. THE CONTRACTOR SHALL COORDINATE WITH OCU INSPECTOR AND PUBLIC WORKS FOR EACH INTERSECTION TO DETERMINE THE NUMBER OF

ADA RAMPS TO BE CONSTRUCTED AND THEIR PLACEMENT.

FUNDING SOURCES:

1. PORTIONS OF THE CONSTRUCTION CONTRACT FOR THIS PHASE WILL BE PAID IN ACCORDANCE WITH FDEP GRANT AGREEMENT WG015

(STATE FUNDING), NO FEDERAL FUNDS WILL BE APPLIED TO PAYMENT OF THIS CONTRACT.

2. NO DIRECT PURCHASE FOR MATERIALS WILL BE MADE AS PART OF THIS CONTRACT.

3. IN COMPLIANCE WITH GRANT FUNDING REQUIREMENTS AND FDOH PERMITTING FOR THIS PROJECT, THE CONTRACTOR SHALL PROVIDE DOCUMENTATION REGARDING SEPTIC TANK ABANDONMENTS AND CONNECTIONS TO THE CENTRAL SEWER SYSTEM AS FOLLOWS:

a. A SPREADSHEET IN MS EXCEL FORMAT SHALL BE SUBMITTED ON A MONTHLY BASIS WHEN ABANDONMENTS/CONNECTIONS OCCUR

THAT INCLUDES THE FOLLOWING INFORMATION FOR EACH PROPERTY:

• STREET ADDRESS AND TYPE OF PROPERTY

• NAME OF THE SEPTAGE DISPOSAL SERVICE PROVIDER THAT WAS USED FOR PUMPING OUT EACH SEPTIC TANK

• NAME OF THE REGISTERED SEPTIC TANK CONTRACTOR OR LICENSED PLUMBER USED FOR ABANDONING THE SEPTIC TANK

• ABANDONMENT INSPECTION DATE

• CONNECTION INSPECTION DATE

b. PROOF OF SEPTIC TANK ABANDONMENT AND CONNECTION FOR EACH PROPERTY, AS EVIDENCED BY COPIES OF INVOICES FOR THE ABANDONMENTS AND CONNECTIONS BY A LICENSED PLUMBER, UTILITY CONTRACTOR, OR BUILDING CONTRACTOR.

c. ORANGE COUNTY UTILITIES WILL SUBMIT FINAL DOCUMENTATION REGARDING SEPTIC TANK APPROVALS IN ACCORDANCE WITH F.A.C.

62-6.

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

101271

EM

DGH

KJL

WEKIWA SPRINGS SEPTIC TO SEWER RETROFIT

Phase 6A - Majestic Oaks www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

J:\O28704\Civil\DWG\_Current_Plan_Set\O28704 Cover, Location, Index, Notes.dwg June 22, 2026

B

ID

S E

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EDWIN MATOS, JR., P.E.

P.E. LIC. # 55407

G300

NONE

Cover, Location, Notes.dwg

GENERAL NOTES 3

SITE BENCHMARK #105

SITE BENCHMARK #106

SITE BENCHMARK #104

SITE BENCHMARK #115

SITE BENCHMARK #112

SITE BENCHMARK #108

SITE BENCHMARK #107

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

101271

EM

DGH

KJL

WEKIWA SPRINGS SEPTIC TO SEWER RETROFIT

Phase 6A - Majestic Oaks www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

J:\O28704\Civil\DWG\_Current_Plan_Set\O28704 Key Sheet.dwg June 22, 2026

B

ID

S E

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EDWIN MATOS, JR., P.E.

P.E. LIC. # 55407

G400

AS SHOWN

Cover, Location, Notes.dwg 4

W

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IN

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MAJESTIC WOODS BLVD.

Graphic Scale in Feet

50 50 100

N

SHEET C200

TOWERING OAK W

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MAJESTIC WOODS BLVD.

MAJESTIC W

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SHEET C100

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SHEET C400

SHEET C500

SHEET C600

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KEY SHEET

SHEET C901

Item No. Reference ID# Description Qty Unit C100 C200 C300 C400 C500 C600 C700 C800 C901 C902 10 General Requirements

10.1 General

1 10.110.110 Mobilization, Demobilization, Bonds, and Permits (not to exceed 5% of the total of all bid items except bid items under Section 10.1 General) 1 LS

2 10.120.110 Preconstruction Audio-Video Documentation 1 LS

3 10.130.110 Indemnification 1 LS

4 10.140.110 Project Record Documents (a minimum of 1% of the total of all bid items except bid items under section 10.1 General) 1 LS

5 10.150.110 Maintenance of Traffic 1 LS

6 10.170.110 License Agreement/Notification to Homeowner 1 LS

11 Site Work

11.1 Miscellaneous

7 11.110.110 Erosion and Sediment Control 1 LS

11.2 Road Work

8 11.213.110 Crushed Concrete Base (12" thick) 8174 SY 968 1333 904 1022 1360 1128 922 537

9 11.215.110 Stabilized Subgrade (Type B, Min. LBR-40) (12" thick) 8174 SY 968 1333 904 1022 1360 1128 922 537

10 11.220.110 Temporary Paving (cold mix overlay) (1"-2" thick) 25 SY 25

11 11.230.110 Milling and Resurfacing 680 SY 680

12 11.240.110 Road Crossing Pavement Restoration 218 SY 218

13 11.241.110 Asphalt Roadway SP-9.5 (2" thick) 8174 SY 968 1333 904 1022 1360 1128 922 537

14 11.251.112 Construct Public Sidewalk ADA Ramp 4 SY 4

15 11.251.113 Concrete Sidewalk Replacement 378 SY 28 48 74 100 40 39 22 27

16 11.251.114 Remove and Replace Residential Walkway 101 SY 6 11 10 26 32 11 5

17 11.280.110 Miami Curb & Gutter Replacement 965 LF 249 210 79 150 226 51

18 11.280.111 Type F Curb & Gutter Replacement 972 LF 398 509 65

19 11.290.111 Sod Replacement (St. Augustine) 3479 SY 220 543 592 387 524 498 313 224 178

20 11.291.110 Driveway Restoration 851 SY 93 134 244 108 50 101 121

12 Pressure Pipes

12.1 Pressure Pipe with Fittings and Restrained Joints

21 12.130.110 Forcemain with Fittings and Restrained Joints (4-inch diameter) 1798 LF 532 600 435 231

12.2 Valves

22 12.220.110 Plug Valve with Box (4-inch diameter) 1 EA 1

12.3 Tapping Sleeve and Valve Assembly

23 12.311.112 8"x4" Tapping Sleeve and Gate Valve 1 EA 1

24 12.520.110 Air Release Valve Assembly (2") 1 EA 1

13 Wastewater Collection System

13.3 Install/Replace Sanitary Sewer Main

25 13.310.110 Sanitary Sewer Main 8-inch Diameter (0 to 6' depth) 265 LF 232 33

26 13.310.111 Sanitary Sewer Main 8-inch Diameter (6' to 8' depth) 325 LF 158 12 155

27 13.310.112 Sanitary Sewer Main 8-inch Diameter (8' to 10' depth) 1344 LF 284 454 466 66 74

28 13.310.113 Sanitary Sewer Main 8-inch Diameter (10' to 12' depth) 693 LF 247 271 105 70

29 13.310.114 Sanitary Sewer Main 8-inch Diameter (12' to 14' depth) 169 LF 27 61 81

30 13.310.115 Sanitary Sewer Main 8-inch Diameter (14' to 16' depth) 271 LF 85 186

31 13.310.116 Sanitary Sewer Main 8-inch Diameter (16' to 18' depth) 188 LF 101 87

32 13.310.117 Sanitary Sewer Main 8-inch Diameter (18' to 20' depth) 213 LF 114 99

13.4 Install/Replace Sanitary Manholes

33 13.410.110 Sanitary Manholes 4-feet Diameter (0 - 6' depth) 2 EA 2

34 13.410.111 Sanitary Manholes 4-feet Diameter (6' - 8' depth) 1 EA 1

35 13.410.112 Sanitary Manholes 4-feet Diameter (8' - 10' depth) 2 EA 2

36 13.410.113 Sanitary Manholes 4-feet Diameter (10' - 12' depth) 3 EA 1 1 1

37 13.410.114 Sanitary Manholes 4-feet Diameter (12' - 14' depth) 2 EA 2

38 13.410.115 Sanitary Manholes 4-feet Diameter (14' - 16' depth) 1 EA 1

39 13.410.117 Sanitary Manholes 4-feet Diameter (18' - 20' depth) 1 EA 1

40 13.410.118 Sanitary Manholes 4-feet Diameter (20' - 22' depth) 1 EA 1

41 13.411.111 Sanitary Manholes 4-feet Diameter with liner (6' - 8' depth) 3 EA 2 1

42 13.411.112 Sanitary Manholes 4-feet Diameter with liner (8' - 10' depth) 4 EA 3 1

43 13.412.112 Sanitary Drop Manholes 4-feet Diameter with Liner (8' - 10' depth) 1 EA 1

44 13.412.113 Sanitary Drop Manholes 4-feet Diameter with Liner (10' - 12' depth) 3 EA 1 1 1

13.6 Sanitary Service Laterals and Cleanouts

45 13.620.111 Install 6" Diameter Sanitary Sewer Lateral (5' to 10' depth @ main) 35 EA 3 8 6 7 2 4 5

46 13.620.112 Install 6" Diameter Sanitary Sewer Lateral (10' to 15' depth @ main) 19 EA 1 6 1 2 2 7

47 13.620.113 Install 6" Diameter Sanitary Sewer Lateral (15' to 24' depth @ main) 6 EA 4 2

48 13.630.110 Install Sanitary Sewer Cleanout (Grass Area) <5' depth 89 EA 5 16 12 12 13 16 7 8

49 13.630.111 Install Sanitary Sewer Cleanout (Grass Area) ≥5' depth 72 EA 4 11 10 9 14 12 7 5

50 13.640.110 Service Lateral Connection to Manhole 1 EA 1

51 13.660.110 Septic Tank Abandonment / House Lateral Hookup 24 EA 4 6 2 3 1 3 1 4

52 13.660.111 Septic Tank Abandonment / House Lateral Hookup w/ Backwater Valve 35 EA 1 5 7 5 8 5 3 1

14 Pump Station

14.1 Wastewater Duplex Pump Station

53 14.110.110 Duplex Pump Station 1 EA 1

15 Stormwater System

54 15.110.110 Remove and Replace Existing 15" SW RCP 23 LF 13 10

55 15.110.111 Remove and Replace Existing 18" SW RCP 55 LF 13 32 10

56 15.110.112 Remove and Replace Existing 24" SW RCP 289 LF 13 36 73 12 155

57 15.120.110 Install Type J Bottom, Alternate A Storm Manhole (0'-6' depth) 1 EA 1

58 15.130.110 Modify Existing Curb Inlet Top with Type D Grate 1 EA 1

Bid Alternate

58 Alt 15.140.111 Replace Existing Curb Inlet with Type J Bottom, Alternate B Storm Manhole and Type D Grate (0'-6' depth) 1 EA 1

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

101271

EM

DGH

KJL

WEKIWA SPRINGS SEPTIC TO SEWER RETROFIT

Phase 6A - Majestic Oaks www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

J:\O28704\Civil\DWG\_Current_Plan_Set\O28704 Cover, Location, Index, Notes.dwg June 22, 2026

B

ID

S E

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EDWIN MATOS, JR., P.E.

P.E. LIC. # 55407

G500

AS SHOWN

Cover, Location, Notes.dwg

SUMMARY OF PAY ITEMS 5

1234567

C 2026

Checked By:

Drawn By:

Approved By:

Job No.:

Date:

Field Crew:

5/7/2024

O28704

T. Galloway

P. Katrek H. Brown

E. Hatecke

Reference Material

Sheet No.

THIS SURVEY IS NOT VALID

WITHOUT SURVEY SHEETS

1 THROUGH 5 OF 5.

Index of Survey Sheets

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TOPOGRAPHIC SURVEY

FOR

LYING IN

SECTION 1-TOWNSHIP 21 SOUTH-RANGE 28 EAST

ORANGE COUNTY, FLORIDA

ORANGE COUNTY UTILITIES

SITE

Project Description:

Surveyor's Certification:

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida License:

Survey No. LB7143

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841 www.cphcorp.com Building Better

Communities Together

Survey Sheet 1

B y

R ev is io n D at e

N o.

Abbreviation Legend:

Sign Legend:

Symbol Legend:

Line Legend:

Survey Notes:

VICINITY MAP

SITE

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KEY MAP

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SHEET 4 BOTTOM

SHEET 5

SHEET 4 TOP

MAJESTIC WOODS BLVD.

MAJESTIC W

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LOT 10

LOT 11

LOT 12

LOT 13 LOT 14 LOT 15

LOT 16

LOT 17

LOT 18

LOT 19

LOT 57

LOT 58

LOT 59

SITE BENCHMARK #108

SITE BENCHMARK #107

+0

BEGIN: 10+00.00

51+00 52+00

53+00

54+00

55+00

BEGIN: 50+00.00

PC

: 5

2+

.7

PT

: 5

0+

.0

PT: 53+48.08

MAJESTIC WOODS BLVD

M A

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O O

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LOT 50

LOT 49

LOT 56

TRACT A

DRAINAGE AND RETENTION AREA

1234567

C 2026

Checked By:

Drawn By:

Approved By:

Job No.:

Date:

Field Crew:

5/7/2024

O28704

T. Galloway

P. Katrek H. Brown

E. Hatecke

Sheet No.

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MATCHLINE "A" - SEE SURVEY SHEET 3 OF 5

020 20 40

Scale: 1" = 20'

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida License:

Survey No. LB7143

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841 www.cphcorp.com Building Better

Communities Together

THIS SURVEY IS NOT VALID

WITHOUT SURVEY SHEETS

1 THROUGH 5 OF 5.

Survey Sheet 2

B y

R ev is io n D at e

N o.

V1.1

LOT 8

LOT 7

LOT 6

TOW

ERING OAK W

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LOT 48

LOT 47

LOT 46

LOT 45

LOT 44 LOT 43

LOT 42

LOT 41

LOT 9

LOT 49

LOT 50

LOT 51

LOT 52

LOT 53

LOT 54

LOT 55

LOT 56

SITE BENCHMARK #105

SITE BENCHMARK #106

M A

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LV

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+0

+0

+0

+0

PI: 12+27.46

PI: 15+60.75

30+00 31+00

32+00

33+00

34+00

35+00

B

EG

IN

: 3

0+

.0

PC

: 3

0+

.4

PC: 33+49.91

PT: 31+80.89

PT

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4+

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56+00

MAJESTIC W

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LO

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LO

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LO

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LOT 5 LO

T 44

1234567

C 2026

Checked By:

Drawn By:

Approved By:

Job No.:

Date:

Field Crew:

5/7/2024

O28704

T. Galloway

P. Katrek H. Brown

E. Hatecke

Sheet No.

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MATCHLINE "A" - SEE SURVEY SHEET 2 OF 5

020 20 40

Scale: 1" = 20'

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida License:

Survey No. LB7143

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841 www.cphcorp.com Building Better

Communities Together

THIS SURVEY IS NOT VALID

WITHOUT SURVEY SHEETS

1 THROUGH 5 OF 5.

Survey Sheet 3

B y

R ev is io n D at e

N o.

MATCHLINE "D" - SEE SURVEY SHEET 5 OF 5

MATCHLINE "E" - SEE SURVEY SHEET 4 OF 5 V1.2

LOT 24

LOT 25

LOT 27

LOT 28

MAJESTIC WOODS BLVD

MAJESTIC WOODS BLVD

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LOT 35

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LOT 32

LOT 31

LOT 30

LOT 29

SITE BENCHMARK #115

SITE BENCHMARK #112

LOT 26

59+00 60+00 61+00 62+00 63+00

+0

+0

66+00 67+00

+5

END: 67+50.78

PI

: 6

7+

.7

PC

: 6

3+

.6

PC: 64+99.67

PT: 63+87.63

PT

: 6

6+

.7

LOT 43

LOT 42

LOT 41

LOT 44

1234567

C 2026

Checked By:

Drawn By:

Approved By:

Job No.:

Date:

Field Crew:

5/7/2024

O28704

T. Galloway

P. Katrek H. Brown

E. Hatecke

Sheet No.

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020 20 40

Scale: 1" = 20'

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida License:

Survey No. LB7143

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841 www.cphcorp.com Building Better

Communities Together

THIS SURVEY IS NOT VALID

WITHOUT SURVEY SHEETS

1 THROUGH 5 OF 5.

Survey Sheet 5

B y

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M A

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LOT 4

LOT 3

LOT 2

LOT 1

NOT INCLUDED

MAJESTIC WOODS BLVD

W

EK

IW

A

S

PR

IN

G

S R

O A

D

TRACT B

SITE BENCHMARK #104

16+00 17+00 18+00 19+00

20+00

20+74

EN

D

: 2 0+

.9

PC

: 1

9+

.8

PR

C:

9+

.6

PRC: 20+30.18

LOT 23

LOT 22

LOT 20

LOT 21

+0

END: 36+29.02

57+00

58+00

PI

: 5

8+

.8

PC: 56+93.20

PT

: 5

7+

.8

MAJESTIC WOODS BLVD

TRACT A

DRAINAGE AND RETENTION AREA

1234567

C 2026

Checked By:

Drawn By:

Approved By:

Job No.:

Date:

Field Crew:

5/7/2024

O28704

T. Galloway

P. Katrek H. Brown

E. Hatecke

Sheet No.

TO

PO

G R

A

PH

IC

S

U R

VE

Y

SE

C

TI

O

N

-T O

W N

SH

IP

SO

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TH

-R

A N

G E

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A N

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ID

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O R

A N

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M A

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LIN

E "E" - SEE SU

R

VEY SH

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F 5

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CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida License:

Survey No. LB7143

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841 www.cphcorp.com Building Better

Communities Together

THIS SURVEY IS NOT VALID

WITHOUT SURVEY SHEETS

1 THROUGH 5 OF 5.

Survey Sheet 4

B y

R ev is io n D at e

N o.

020 20 40

Scale: 1" = 20'

MATCHLINE "C" - SEE SURVEY SHEET 3 OF 5

M A

TC

H

LI

N

E "F

- S

EE

S

U R

VE

Y

SH

EE

T

O F

020 20 40

Scale: 1" = 20'

N

MATCHLINE "B" - SEE SURVEY SHEET 2 OF 5

V1.4

TRACT B

SITE BENCHMARK #104

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

8" P

VC

8"

P

VC

WM

WM WM WM

WM

WM WM WM WM WM WM WM WM WM WM WM WM

W M

W M

W M

W M

W M

W M

W M

WM

W M

WM WM WM WM

8" PVC

8" PVC 8" PVC 8" PVC

" D

IP

" D

IP

8" DIP8" PVC

100+00

101+00 102+00 103+00 104+00 105+00

MH-6

DEPTH = 20.28'

STA: 102+41 (5' LT.)

RIM EL. = 100.00

E INV. = 79.82

W INV. = 79.72

MH-5

DEPTH = 18.37'

STA: 101+45 (5' LT.)

RIM EL. = 98.57

E INV. = 80.30

W INV. = 80.20

MH-4

STA: 99+42 (18' LT.)

RIM EL. = 95.45

W INV. = 81.12

E INV. = 81.22

INSTALL ±205 L.F. OF

8" PVC S.S. @ 0.40%

INSTALL ±95 L.F. OF

8" PVC S.S. @ 0.40%

INSTALL ±260 L.F. OF

8" PVC S.S. @ 0.40%

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

101271

EM

DGH

KJL

WEKIWA SPRINGS SEPTIC TO SEWER RETROFIT

Phase 6A - Majestic Oaks www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

J:\O28704\Civil\DWG\_Current_Plan_Set\O28704 Plan and Profile.dwg June 22, 2026

B

ID

S E

T

EDWIN MATOS, JR., P.E.

P.E. LIC. # 55407

C100 1"=20' H, 1"=2' V

Plan and Profile.dwg

MAJESTIC WOODS BOULEVARD

PLAN

W E

K

IW

A S

P R

IN

G

S R

D

MAJESTIC WOODS BLVD.

N

Graphic Scale in Feet

20 20 40

M A

T C

H S

T A

INSTALL ±532 L.F.

OF 4" PVC F.M.

INSTALL SANITARY

LATERAL PER DETAIL

A306-1, SHEET D300 (TYP.)

INSTALL CLEANOUT (TYP.)

TO BE CONSTRUCTED

PER PHASE 6B PLANS

REMOVE & REPLACE ±13 L.F. OF

EXISTING 18" RCP. SEE SITE

SPECIFIC NOTE 1, THIS SHEET.

3' MIN. SEPARATION

3' MIN.

SEPARATION

STA. 100+32 (6' LT.)

INSTALL 4" - 11.25° BEND

STA. 99+68 (6' LT.)

INSTALL 8"x4" TAPPING

SLEEVE & VALVE

4" PLUG VALVE

(CONTRACTOR TO CONFIRM

DEPTH OF FORCE MAIN PRIOR

TO TS&V INSTALLATION -

POINT OF CONNECTION TO

THE EXISTING FORCE MAIN)

STA. 101+60 (14' LT.)

INSTALL 4" - 22.5° BEND

STA. 102+42 (13' LT.)

INSTALL 4" - 45° BEND

STA. 100+41 (8' LT.)

INSTALL 4" - 45° BEND (ROTATED)

STA. 100+09 (6' LT.)

INSTALL 4" - 45° BEND

(ROTATED)

STA. 100+11 (6' LT.)

INSTALL 4" - 45° BEND

(ROTATED)

STA. 103+34 (9' LT.)

INSTALL 4" - 11.25° BEND

(ROTATED)

TH 1-6

TH 1-5

TEST HOLE DATA

NUMBER UTILITY SIZE (O.D. IN.) MATERIAL UTILITY TYPE DEPTH TO TOP (FT.)

TH 1-5 16" DIP WATER MAIN 92.35'

TH 1-6 2.5" PE UNKNOWN 88.02'

SEE SITE SPECIFIC

NOTE 4

REMOVE & REPLACE EXISTING

CONCRETE DRIVEWAY APRON

FROM E.O.P. TO NEAREST

EXPANSION JOINT (TYP.)

REMOVE & REPLACE EXISTING HANDICAP

RAMP TO MEET ADA REQUIREMENTS

REMOVE & REPLACE EXISTING

CURB & GUTTER (TYP.)

QUANTITIES

MILL & RESURFACE EXISTING ASPHALT ROADWAY = ±680 S.Y.

OPEN CUT & RESTORE EXISTING ASPHALT ROADWAY = ±218 S.Y.

FULL ROADWAY RESTORATION = ±968 S.Y.

REMOVE & REPLACE EXISTING CURB & GUTTER = ±398 L.F.

REMOVE & REPLACE EXISTING CONCRETE SIDEWALK = ±28 S.Y.

REMOVE & REPLACE RESIDENTIAL WALKWAY = ±6 S.Y.

REMOVE & REPLACE ±13 L.F.

OF EXISTING 24" RCP. SEE SITE

SPECIFIC NOTE 1, THIS SHEET.

6' MIN.

SEPARATION

STA. 100+43 (8' LT.)

INSTALL 4" - 45° BEND (ROTATED)

STA. 100+78 (17' LT.)

INSTALL 4" - 45° BEND (ROTATED)

STA. 100+82 (14' LT.)

INSTALL 4" - 45° BEND (ROTATED)

STA. 100+71 (16' LT.)

INSTALL 4" - 45° BEND (ROTATED)

STA. 100+68 (13' LT.)

INSTALL 4" - 45° BEND (ROTATED)

REMOVE & REPLACE

EXISTING CONCRETE

SIDEWALK (TYP.)

STA. 101+88 (15' LT.)

INSTALL 2" AIR RELEASE VALVE

SITE SPECIFIC NOTES:

1. REMOVE & REPLACE STORM AS NECESSARY TO INSTALL FORCE MAIN AND GRAVITY

SEWER. CONTRACTOR TO CCTV STORM PIPE BEFORE & AFTER PIPE INSTALLATION.

SEE FDOT DETAIL 430-001, SHEET D700.

2. CONTRACTOR TO USE HIGH EARLY CONCRETE AS BACKFILL FOR THE OPEN CUTS

CROSSING N. WEKIWA SPRINGS ROAD. STA. 99+42 TO STA. 100+70 FOR GRAVITY

SEWER AND STA. 99+58 TO STA. 100+70 FOR FORCE MAIN.

3. NIGHT WORK WILL BE REQUIRED FOR THE N. WEKIWA SPRINGS ROAD CROSSINGS.

4. CONTRACTOR TO REPLACE FULL WIDTH OF ROADWAY (SUB BASE, BASE, ETC.)

FROM CURB TO CURB. SEE DETAIL, SHEET D400 FOR MATERIAL AND DEPTH.

5. CONTRACTOR TO COORDINATE WITH RESIDENTS AND PROVIDE TEMPORARY

ACCESS TO HOMES DURING CONSTRUCTION.

6. EXISTING SEPTIC TANKS ARE TO BE ABANDONED. SEE SHEET D400 FOR

ABANDONMENT NOTES.

7. CONTRACTOR TO MAINTAIN ONE LANE OF TRAFFIC OPEN AT ALL TIMES DURING

SEWER MAIN CONSTRUCTION ALONG MAJESTIC WOODS BLVD. AND TOWERING

OAKS WAY.

8. LISTED PIPE LENGTHS ARE THE HORIZONTAL LENGTH ONLY AND DO NOT FACTOR

IN PIPE RISE.

9. CONTRACTOR TO FIELD VERIFY DEPTH OF ALL EXISTING UTILITIES PRIOR TO

EXCAVATION.

10. CONTRACTOR TO VERIFY SEPTIC TANK AND DRAINFIELD LOCATION PRIOR TO

INSTALLATION OF LATERAL.

REMOVE & REPLACE EXISTING

CONCRETE DRIVEWAY FROM

E.O.P. TO R.O.W. (TYP.)

INSTALL SANITARY LATERAL

WITH BACKWATER VALVE

PER DETAIL, SHEET D400

CONTRACTOR TO COORDINATE

WITH UTILITY OWNER TO SUPPORT

EXISTING LIGHT POLE DURING

CONSTRUCTION ACTIVITIES.

CONTRACTOR TO COORDINATE WITH UTILITY

OWNER TO SUPPORT EXISTING LIGHT POLE

DURING CONSTRUCTION ACTIVITIES.

STA. 101+93 (14' LT.)

INSTALL 4" - 45° BEND

STA. 101+94 (13' LT.)

INSTALL 4" - 45° BEND

STA. 102+01 (12' LT.)

INSTALL 4" - 22.5° BEND

STA. 102+09 (13' LT.)

INSTALL 4" - 11.25° BEND

SEE SITE SPECIFIC

NOTES 2 & 3 THIS

SHEET.

CONTRACTOR TO COORDINATE WITH

OCU REPRESENTATIVE PRIOR TO

INSTALLATION OF SERVICE LATERAL TO

CONFIRM LOCATION. CONTRACTOR TO

ENSURE INVERT OF LATERAL IS AS DEEP

AS POSSIBLE FOR FUTURE CONNECTION.

CONTRACTOR TO RESTORE RESIDENTIAL

WALKWAY TO MATCH EXISTING

MILL & RESURFACE

EXISTING ASPHALT

ROADWAY

STA. 102+46 (9' LT.)

INSTALL 4" - 45° BEND

LOT 2

2240 MAJESTIC WOODS BLVD.

F.F.E. = 102.94

LOT 1

2246 MAJESTIC WOODS BLVD.

F.F.E. = 101.01

LOT 3

2234 MAJESTIC WOODS BLVD.

F.F.E. = 101.40

LOT 4

2228 MAJESTIC WOODS BLVD.

F.F.E. = 98.30

LOT 114

832 N . WEKIWA SPRINGS RD.

CAUTION BURIED TELEPHONE.

CONTRACTOR TO COORDINATE

WITH UTILITY OWNER AND

COORDINATE RELOCATION.

REMOVE & REPLACE MAILBOX.

CONTRACTOR TO

COORDINATE WITH RESIDENT.

99+00 100+00 101+00 102+00 103+00 104+00 105+00

±95 L.F. OF 8" PVC S.S. @ 0.40%

MH-5

STA: 101+45 (5' LT.)

RIM EL. = 98.57

E INV. = 80.30

W INV. = 80.20

±205 L.F. OF 8" PVC S.S. @ 0.40%

MH-4

STA: 10+58 (6' LT.)

RIM EL. = 95.45

W INV. = 81.12

E INV. = 81.22

±260 L.F. OF 8" PVC S.S @ 0.40%

MH-6

STA: 102+41 (5' LT.)

RIM EL. = 100.00

E INV. = 79.82

W INV. = 79.72

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

101271

EM

DGH

KJL

WEKIWA SPRINGS SEPTIC TO SEWER RETROFIT

Phase 6A - Majestic Oaks www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

J:\O28704\Civil\DWG\_Current_Plan_Set\O28704 Plan and Profile.dwg June 22, 2026

B

ID

S E

T

EDWIN MATOS, JR., P.E.

P.E. LIC. # 55407

C100A Plan and Profile.dwg

Graphic Scale in Feet

20 20 40

1"=20' H, 1"=2' V

EXISTING 8" F.M.

INSTALL 8"x4" TAPPING

SLEEVE & VALVE - POINT

OF CONNECTION TO

EXISTING FORCE MAIN

INSTALL 4" - 45°

BEND (ROTATED)

12" MIN.

SEPARATION

INSTALL 4" -

22.5° BEND

INSTALL 4" - 11.25°

BEND (ROTATED)

INSTALL 4" -

11.25° BEND INSTALL 4" PVC F.M.

3' M

IN

. C

O

VE

R

INSTALL 4" - 45°

BEND (ROTATED)

MAJESTIC WOODS BOULEVARD

PROFILE

INSTALL 4" - 45°

BENDS (ROTATED)

INSTALL 2" AIR

RELEASE VALVE

INSTALL 4" - 11.25° BEND

INSTALL 4" - 45° BENDS

INSTALL 4" - 45°

BEND (ROTATED)

8" PVC S.S. (TO BE

CONSTRUCTED PER

PHASE 6B PLANS)

EXISTING GRADE

INSTALL 4" - 22.5° BEND INSTALL 4" - 45° BENDS

INSTALL 4" PLUG VALVE

6" SEWER LATERAL

CONNECTION

6" SEWER LATERAL

CONNECTION

6" SEWER LATERAL

CONNECTION

6" SEWER LATERAL

CONNECTION

6" SEWER LATERAL

CONNECTION

SITE BENCHMARK #105

WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM

W

M W

M W

M

8" PVC 8" PVC 8" PVC

8" PVC

0+

00105+00 106+00 107+00 108+00 109+00 110+00 111+00

MH-7

STA: 106+41 (5' LT.)

RIM EL. = 89.12

E INV. = 78.12

W INV. = 78.02

MH-8 (LINED)

DROP MANHOLE

STA: 108+86 (5' LT.)

RIM EL. = 85.05

E INV. = 75.14 (DROP)

E INV. = 77.04

W INV. = 75.04

INSTALL ±140 L.F. OF

8" PVC S.S. @ 0.40%

INSTALL ±245 L.F. OF

8" PVC S.S. @ 0.40%

INSTALL ±215 L.F. OF

8" PVC S.S @ 0.40%

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

101271

EM

DGH

KJL

WEKIWA SPRINGS SEPTIC TO SEWER RETROFIT

Phase 6A - Majestic Oaks www.cphcorp.com Building Better

Communities Together

CPH Consulting, LLC A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

J:\O28704\Civil\DWG\_Current_Plan_Set\O28704 Plan and Profile.dwg June 22, 2026

B

ID

S E

T

EDWIN MATOS, JR., P.E.

P.E. LIC. # 55407

C200 Plan and Profile.dwg

T O

W E

R

IN

G O

A K

W A

Y

MAJESTIC WOODS BLVD.

M A

T C

H S

T A

N

Graphic Scale in Feet

20 20 40

M A

T C

H S

T A

SEE SHEET C700 FOR CONTINUATION

INSTALL ±600 L.F.

OF 4" PVC F.M.

INSTALL SANITARY

LATERAL PER DETAIL

A306-1, SHEET D300

(TYP.)

INSTALL

CLEANOUT (TYP.)

REMOVE & REPLACE ±13 L.F. OF

EXISTING 15" RCP. 12" MINIMUM

VERTICAL SEPARATION

BETWEEN PROPOSED FORCE

MAIN AND EXISTING STORM.

1"=20' H, 1"=2' V

MAJESTIC WOODS BOULEVARD

PLAN

SEE SITE SPECIFIC

NOTE 2

REMOVE & REPLACE EXISTING

CONCRETE DRIVEWAY APRON

FROM E.O.P. TO NEAREST

EXPANSION JOINT (TYP.) REMOVE & REPLACE

EXISTING CURB &

GUTTER (TYP.)

QUANTITIES:

FULL ROADWAY RESTORATION = ±1,333 S.Y.

REMOVE & REPLACE EXISTING CURB & GUTTER = ±509 L.F.

REMOVE & REPLACE EXISTING SIDEWALK = ±48 S.Y.

REMOVE & REPLACE RESIDENTIAL WALKWAY = ±11 S.Y.

STA. 105+81 (9' LT.)

INSTALL 4" - 45° BEND

(ROTATED)

STA. 105+80 (9' LT.)

INSTALL 4" - 45° BEND

(ROTATED)

SITE SPECIFIC NOTES:

1. REMOVE & REPLACE STORM AS NECESSARY TO INSTALL FORCE MAIN AND GRAVITY

SEWER. CONTRACTOR TO CCTV STORM PIPE BEFORE & AFTER PIPE INSTALLATION.

SEE FDOT DETAIL 430-001, SHEET D700.

2. CONTRACTOR TO REPLACE FULL WIDTH OF ROADWAY (SUB BASE, BASE, ETC.) FROM

CURB TO CURB. SEE DETAIL, SHEET D400 FOR MATERIAL AND DEPTH.

3. CONTRACTOR TO COORDINATE WITH RESIDENTS AND PROVIDE TEMPORARY ACCESS

TO HOMES DURING CONSTRUCTION.

4. EXISTING SEPTIC TANKS ARE TO BE ABANDONED. SEE SHEET D400 FOR

ABANDONMENT NOTES.

5. CONTRACTOR TO MAINTAIN ONE LANE OF TRAFFIC OPEN AT ALL TIMES DURING SEWER

MAIN CONSTRUCTION ALONG MAJESTIC WOODS BLVD.