O28703_Phase_6B_-_Bid_Set_S&S.pdf

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

COUNTY ADMINISTRATOR

ANDRES SALCEDO

DEPUTY DIRECTOR, ORANGE COUNTY UTILITIES DEPARTMENT

OCU FILE NO.: 101270

CIP FUNDING CODE:

· 4420-038-1505-0017-6340 (GRAVITY SEWER)

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

VACANT

DISTRICT 2

MAYRA URIBE

DISTRICT 3

MARIBEL GOMEZ CORDERO

DISTRICT 4

KELLY MARTINEZ SEMRAD

DISTRICT 5

MICHAEL "MIKE" SCOTT

DISTRICT 6

WEKIWA SPRINGS SEPTIC TO SEWER RETROFIT

Phase 6B - Sweetwater County Club Place

June 2026

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

Communities Together

CPH, 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:\O28703\Civil\DWG\_Current_Plan_Set\O28703 Cover, Location, Index, Notes.dwg June 22, 2026

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ID

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CIVIL

G100 THROUGH G500

C100 THROUGH C300A

D100 THROUGH D400

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

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

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)

101270

EM

DGH

KJL

WEKIWA SPRINGS SEPTIC TO SEWER RETROFIT

Phase 6B - Sweetwater Country Club Place 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:\O28703\Civil\DWG\_Current_Plan_Set\O28703 Cover, Location, Index, Notes.dwg May 29, 2026

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ID

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EDWIN MATOS, 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

G200 LOCATION MAP, DRAWING INDEX, & LEGEND

G300 GENERAL NOTES

G400 KEY SHEET

G500 SUMMARY OF PAY ITEMS

C100 SWEETWATER COUNTRY CLUB PLACE DRIVE - PLAN

C100A SWEETWATER COUNTRY CLUB PLACE DRIVE - PROFILE

TITLEDWG. NO.

DRAWING INDEX

SHEET NO.

C200

C300

C300A

D100

D200

D300

X100

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EK

IW

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PR

IN

G

S R

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ORCHARD DR.

LA

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EA

SA

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.TH

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WELCH RD.

CANTERCLUB TR.

WEKIVA TR

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SWEETWATER COUNTRY CLUB PLACE DRIVE - PLAN AND PROFILE

SWEETWATER COUNTRY CLUB PLACE DRIVE - PLAN

SWEETWATER COUNTRY CLUB PLACE DRIVE - PROFILE

CONSTRUCTION DETAILS

ASSET TABLES

CONSTRUCTION DETAILS

CONSTRUCTION DETAILS

V.01 SURVEY COVER6 OF 18

D40017 OF 18 FDOT DETAILS

V1.1 TOPOGRAPHIC SURVEY7 OF 18

V1.2 TOPOGRAPHIC SURVEY8 OF 18

WM EXISTING WATER MAIN

EXISTING FORCE MAIN

LEGEND

EXISTING BURIED TELEPHONE

FM

EXISTING FIBER OPTIC

EXISTING STORM

RIGHT OF WAY

FULL ROADWAY RESTORATION

EXISTING 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

PROPOSED SANITARY SEWER LATERAL

W/ CLEANOUT AND BACKWATER VALVE

PROPOSED SANITARY SEWER CLEANOUT

EXISTING SANITARY SEWER CLEANOUT

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

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)

101270

EM

DGH

KJL

WEKIWA SPRINGS SEPTIC TO SEWER RETROFIT

Phase 6B - Sweetwater Country Club Place 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:\O28703\Civil\DWG\_Current_Plan_Set\O28703 Cover, Location, Index, Notes.dwg May 29, 2026

B

ID

S E

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EDWIN MATOS, P.E.

P.E. LIC. # 55407

G300

NONE

Cover, Location, Notes.dwg

GENERAL NOTES 3

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 4-11-2024.

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.

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21 +8

0.

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)

101270

EM

DGH

KJL

WEKIWA SPRINGS SEPTIC TO SEWER RETROFIT

Phase 6B - Sweetwater Country Club Place 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:\O28703\Civil\DWG\_Current_Plan_Set\O28703 Key Sheet.dwg May 28, 2026

B

ID

S E

T

EDWIN MATOS, P.E.

P.E. LIC. # 55407

G400

AS SHOWN

Key Sheet.dwg 4

W

EK

IW

A

S

PR

IN

G

S R

D

SWEETWATER COUNTRY CLUB PLACE DR.

Graphic Scale in Feet

50 50 100

N

SHEET C100 SHEET C200

KEY SHEET

SHEET C300

Item No. Reference ID# Description Qty Units C100 C200 C300 10 General Requirements

10.1 General

59 10.150.110 Maintenance of Traffic 1 LS

60 10.170.110 License Agreement/Notification to Homeowner 1 LS

11 Site Work

11.1 Miscellaneous

61 11.110.110 Erosion and Sediment Control 1 LS

11.2 Road Work

62 11.213.110 Crushed Concrete Base (12" thick) 2822 SY 961 1022 839 63 11.215.110 Stabilized Subgrade Type B, Min. LBR-40 (12" thick) 2822 SY 961 1022 839 64 11.241.110 Asphalt Roadway SP 9.5 (2" thick) 2822 SY 961 1022 839 65 11.251.113 Concrete Sidewalk Replacement 104 SY 32 48 24 66 11.251.114 Remove and Replace Residential Walkway 24 SY 8 16 67 11.280.110 Miami Concrete Curb & Gutter Replacement 1143 LF 451 509 183 68 11.280.111 Type F Concrete Curb & Gutter Replacement 22 LF 22 69 11.290.111 Sod Replacement (St. Augustine) 1280 SY

70 11.291.110 Driveway Restoration 29 SY 29 13 Wastewater Collection System

13.3 Install Sanitary Sewer Main

71 13.310.110 Sanitary Sewer Main 8-inch Diameter PVC SDR-26 (0' to 6' depth) 171 LF 171 72 13.310.111 Sanitary Sewer Main 8-inch Diameter PVC-SDR-26 (6' to 8' depth) 146 LF 146 73 13.310.112 Sanitary Sewer Main 8-inch Diameter PVC-SDR26 (8' to 10' depth) 100 LF 100

74 13.310.113 Sanitary Sewer Main 8-inch Diameter PVC SDR-26 (10' to 12' depth) 400 LF 386 14

75 13.310.114 Sanitary Sewer Main 8-inch Diameter PVC SDR-26 (12' to 14' depth) 286 LF 212 74

13.4 Install/Replace Sanitary Manholes

76 13.410.110 Sanitary Manholes 4-feet Diameter (0 - 6' depth) 1 EA 1 77 13.410.112 Sanitary Manholes 4-feet Diameter (8' - 10' depth) 1 EA 1 78 13.410.113 Sanitary Manholes 4-feet Diameter (10' - 12' depth) 1 EA 1

13.6 Sanitary Service Laterals and Cleanouts

79 13.620.110 Install 6" Sanitary Sewer Lateral PVC SDR-26 (0 to 5' depth @ main) 3 EA 3

80 13.620.111 Install 6" Sanitary Sewer Lateral PVC SDR-26 (5' to 10' depth @ main) 8 EA 5 3

81 13.620.112 Install 6" Sanitary Sewer Lateral PVC SDR-26 (10' to 15' depth @ main) 13 EA 8 5

82 13.630.110 Install Sanitary Sewer Cleanout (Grass Area)<5' depth 72 EA 20 33 19 83 13.640.110 Service Lateral Connection to Manhole 1 EA 1 84 13.660.110 Septic Tank abandonment / House lateral hookup 18 EA 8 6 4

85 13.660.111 Septic Tank Abandonment / House Lateral Hookup w/ Backwater Valve 6 EA 4 2

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)

101270

EM

DGH

KJL

WEKIWA SPRINGS SEPTIC TO SEWER RETROFIT

Phase 6B - Sweetwater Country Club Place 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:\O28703\Civil\DWG\_Current_Plan_Set\O28703 Cover, Location, Index, Notes.dwg June 1, 2026

B

ID

S E

T

EDWIN MATOS, P.E.

P.E. LIC. # 55407

G500

AS SHOWN

Cover, Location, Notes.dwg

SUMMARY OF PAY ITEMS 5

Sheet No.

1 V0.1

Reference Material

THIS SURVEY IS NOT VALID WITHOUT SURVEY SHEETS 1 THROUGH 3 OF 3.

Index of Survey Sheets

TOPOGRAPHIC SURVEY

FOR

LYING IN

SECTION 1-TOWNSHIP 21 SOUTH-RANGE 28 EAST

ORANGE COUNTY, FLORIDA

ORANGE COUNTY UTILITIES

SITE

TOPOGRAPHIC SURVEYSECTION 1-TOWNSHIP 21 SOUTH-RANGE 28 EAST

ORANGE COUNTY, FLORIDA

ORANGE COUNTY UTILITIES

Project Description:

VICINITY MAP

SITE

N

Surveyor's Certification:

Job No.

Approved By:

Checked By:

Field Crew:

Drawn By:

O28703

P. Katrek M. Nelson L. Stoffel

T. Galloway C 2026Date: 04/11/2024

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida License:

Survey No. LB7143www.cphcorp.com

Building Better Communities Together Survey Sheet 1ByRevisionDateNo. No. ByRevisionDate

Abbreviation Legend:

Sign Legend:

Symbol Legend:

Line Legend:

Survey Notes:

POB

SWEETWATER COUNTRY

CLUB PLACE DRIVE

LOT 24 LOT 23 LOT 22

LOT 21

LOT 20 LOT 19

LOT 6LOT 5LOT 4LOT 3LOT 2

LOT 1

PI

ED

M O

N T

W

EK

IV

A

S

PR

IN

G

S R

O A

D (P

SITE BENCHMARK #103

SITE BENCHMARK #104

SITE BENCHMARK #105

W

EK

IV

A

S

PR

IN

G

S R

O A

D R

/W V

A R

IE

S

(F

THIS SURVEY IS NOT VALID WITHOUT SURVEY SHEETS 1 THROUGH 3 OF 3.

TOPOGRAPHIC SURVEY

N

M A

TC

H

LI

N

E "A

- S

EE

S

U R

VE

Y

SH

EE

T

O F

020 20 40

Scale: 1" = 20'

Job No.

Approved By:

Checked By:

Field Crew:

Drawn By:

O28703

P. Katrek M. Nelson L. Stoffel

T. Galloway C 2026Date: 04/11/2024

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida License:

Survey No. LB7143www.cphcorp.com

Building Better Communities Together

Sheet No.

V1.1 Survey Sheet 2ByRevisionDateNo. No. ByRevisionDate

SECTION 1-TOWNSHIP 21 SOUTH-RANGE 28 EAST

ORANGE COUNTY, FLORIDA

ORANGE COUNTY UTILITIES

LOT 18 LOT 17

LOT 16

LOT 15

TRACT A

WATER RETENTION AREA

LOT 14

LOT 13

LOT 12LOT 11LOT 10

LOT 9LOT 8LOT 7

TRACT B

SWEETWATER COUNTRY

CLUB PLACE DRIVE

SITE BENCHMARK #108

SITE BENCHMARK #106

THIS SURVEY IS NOT VALID WITHOUT SURVEY SHEETS 1 THROUGH 3 OF 3.

TOPOGRAPHIC SURVEY

N

M A

TC

H

LI

N

E "A

- S

EE

S

U R

VE

Y

SH

EE

T

O F

020 20 40

Scale: 1" = 20'

Job No.

Approved By:

Checked By:

Field Crew:

Drawn By:

O28703

P. Katrek M. Nelson L. Stoffel

T. Galloway C 2026Date: 04/11/2024

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida License:

Survey No. LB7143www.cphcorp.com

Building Better Communities Together

Sheet No.

V1.2 Survey Sheet 3ByRevisionDateNo. No. ByRevisionDate

SECTION 1-TOWNSHIP 21 SOUTH-RANGE 28 EAST

ORANGE COUNTY, FLORIDA

ORANGE COUNTY UTILITIES

CO

EO

WM

WMWV

WV

PBX PBX

WM WM

UNKUNK

PBX

UNKUNK

WM WMPBXPBX

UNKUNK

PBX

WMWM

PBX

UNKUNK

PBX

WMWM

EO

PBX

PBX

8' WALL

6' WPF

35" UNKNOWN

TREE

24" UNKNOWN

TREE

22" UNKNOWN

TREE

33" UNKNOWN

TREE

STONE PLANTER

(ST)(SS)

CAMERA POLE

STONE PLANTER

28" UNKNOWN

TREE

27" UNKNOWN

TREE

18" UNKNOWN

TREE

27" UNKNOWN

TREE

30" UNKNOWN

TREE

PALM TREE

CLUSTER

33" UNKNOWN

TREE

32" UNKNOWN

TREE

30" UNKNOWN

TREE

14" UNKNOWN

TREECRAPE MYRTLE

TREE CLUSTER

CRAPE MYRTLE

TREE CLUSTER

CRAPE MYRTLE

TREE CLUSTER

8' WALL

CONC

PAVERS

6' WPF

27" UNKNOWN

TREE

10" UNKNOWN

TREE

24" UNKNOWN

TREE

24" UNKNOWN

TREE

18" PALM

TREE

28" UNKNOWN

TREE

18" UNKNOWN

TREE

17" UNKNOWN

TREE

40" UNKNOWN

TREE36" UNKNOWN

TREE

33" UNKNOWN

TREE

24" UNKNOWN

TREE

18" UNKNOWN

TREE

28" UNKNOWN

TREE

25" UNKNOWN

TREE

(NO)

32" UNKNOWN

TREE

43" UNKNOWN

TREE

(SL)

25 MPH

CENTERLINE

.0

0'

.0 0'

RIGHT-OF-WAY

LINE

RIGHT-OF-WAY

LINE

.1294

.3594 .57

.55

.7295 .60

.82

.20

.67

.83

.38

.30

.32

.96

.08

.80

.85

.46

.48

.77

.87

.93

.70

.79

.7393

.6293 .8894 .12

.90

.01

.08

.87

.9794

.34

.13

.26

.2494

.1494 .35

.47

.2295

.34

.2595 .1995

.37

.3595

.56

.12

.28

.38

.36

.34

.45

.44

.30

.70

.78

.33

.48

.80

.72

.71

.66

.55

.87

.95

.83

.83

.90

.96

.27

.46

.67

.64

.44

.70

.75

.94

.49

.46

.48

.41

.92

.88

.74

.59

.88

.89

.93 95

.89

.85

.81

.17

.98

.05

.18

.03

.10

.11

.01

.5694

.59

.83

.74

.94 95

.90

.00

.40

.04

.43

.44

.32

.83 94

.84

.90

.87

.32

.36

.36

.34

.26

.14

.10

.09

.05

.09

.04

.81

.03

.28

.99

.05

.27

.72

.72

.64

.58

.96 95 .91

.78

.72

.98

.96

.04

.04

.98

.96

.03

.01

.72

.59

.96

.95

.05

.03

.02

.98

.86

.88

.36

.25

.67

.94

.46

.37

.38

.53

DO NOT

PASS

.22

.58

.80

.1796

.06

.55

.82

.93

.26

.54

.01

.04

.38

.81

.26

.20

.40

.43

.26

.85

.23

.66

.16

.60

.09

.55

.66

.03

.52

.69

.29

.82

.16

.92

.8296

.14

.64

.62

.71

.68

.81

.7995

.84

.70

.55

.67

.05

.55

.7095

.74

.5596

.05

.4195

.3395 .79

.60

.4295 .96

.71

.26

.30

.70

.24

.3495

.67

.46

.34

.09

.09

.02

.09

.1395

.0895 .13

.21

.75

.96

.0994

.8895 .36

.80

.36

.57 94

.99

.02

.43

.54

.64

.50

.59

.86

.10

.57

.48

.09

.32

.98

.69

.80

.56

.4896 .34

.87

.68

.42

.28

.04

.01

.97

.59

.83

.76

.36

.59 94

.93

.75

.58

.64 95

.59

.41

.36

.41

.5995 .49

.06

.08

.83

.43

.26

.23

.12

.42 95

.46

.6494

.95

.09

.92

.07

.36

.24

.0795

.36

.38

.02

.09

.98

.29

.24

.14

.05

.29

.93

.18

.64

.3895 .53

.68

.18 94 .87

.27

.09

.05

.96

.90

.75

.68

.29

.74

.00

.02

.49

.12

.81

.94

.88

.95 95 .94 96

.19

.04

.70

.52

.20

.54

.49

.46

.87

.2594 .6495

.16

.45

.24

.44

.70

.81

.96

.42

.04

.32

.42

.9894

.82

.23

.86

.90

.12

.82

.99

.7095

.5895 .88

.10

.67

.78

.94

.97 96

.21

.18

.39

.36

.34

.33

.60

.60

.38

.26

.16

.80

O H

U O

H U

O H

U O

H U

ELEC PULL

BOX (2)

MLP

TOP OF MAG NAIL & DISK

WITH "BM" LB #7143

ELEV = 96.21 (NAVD '88)

N:1585964.85 E:506256.55

SITE BENCHMARK #103

FF ELEV = 97.12 FF ELEV @

THRESHOLD = 95.99

FF ELEV @

THRESHOLD = 95.91

FF ELEV @

THRESHOLD = 95.70

FF ELEV @

THRESHOLD = 95.55

FF ELEV @

THRESHOLD = 96.06

FF ELEV = 95.39

FF ELEV @

THRESHOLD = 95.70

TOP OF MAG NAIL & DISK

WITH "BM" LB #7143

ELEV = 94.76 (NAVD '88)

N:1585919.54 E:506479.52

SITE BENCHMARK #104

ELEC PULL

BOX, FHYD,

MLP

BFP

WV TOP NUT ELEV

= 92.65

WM (2) &

EO

WV TOP NUT

ELEV = 93.15NO

OUTLET

5' BRICK WALL

5' BRICK WALL

METRONET

PULL BOX

UNK RISER (2) &

WM (2)

ELEC PULL

BOX & MLP

UNK RISER (2) &

WM (2)

METRONET

PULL BOX

SEPTIC LID

TOP LID ELEV = 95.15 (2.5'DIA)

UNK RISER (2)

WM (2) METRONET PULL BOX

PULL BOX BFP 3/4"ELEC PULL BOX & MLP

UNK RISER (2)

METRONET

PULL BOX

WM (2)

ICV

CO

CLEAN OUT

(TYP)

6' WPF

DETECTABLE

WARNING AREA

DETECTABLE

WARNING AREA

5.00'

.0

0'

FND 4"X4" CM NO IDFND 4"X4" CM NO ID

FND 4"X4" CM NO ID

6' WPF

6' WPF

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ELEC

TRANS

6' WPF

OVERHANG

(TYP)

OVERHANG

(TYP)

OVERHANG

(TYP)

OVERHANG

(TYP)

OVERHANG

(TYP)

OVERHANG

(TYP)

OVERHANG

(TYP)

OVERHANG

(TYP)

6' WPF

.80

.79

.12

.04

FND 1/2" IRON ROD ILLEGIBLE

SINGLE STORY

CONC BLOCK BUILDING SINGLE STORY

CONC BLOCK BUILDING

SINGLE STORY

CONC BLOCK BUILDING SINGLE STORY

CONC BLOCK BUILDING

SINGLE STORY

CONC BLOCK BUILDING

SINGLE STORY

CONC BLOCK BUILDINGSINGLE STORY

CONC BLOCK BUILDING

SINGLE STORY

CONC BLOCK BUILDING

COCOCO

CO

CO

CO

EO

WM

WMWV

WV

PBX PBX

WM WM

UNKUNK

PBX

UNKUNK

WM WMPBXPBX

UNKUNK

PBX

WMWM

PBX

UNKUNK

PBX

WMWM

EO

PBX

PBX

8' WALL

6' WPF

35" UNKNOWN

TREE

24" UNKNOWN

TREE

22" UNKNOWN

TREE

33" UNKNOWN

TREE

STONE PLANTER

(ST)(SS)

CAMERA POLE

STONE PLANTER

28" UNKNOWN

TREE

27" UNKNOWN

TREE

18" UNKNOWN

TREE

27" UNKNOWN

TREE

30" UNKNOWN

TREE

PALM TREE

CLUSTER

33" UNKNOWN

TREE

32" UNKNOWN

TREE

30" UNKNOWN

TREE

14" UNKNOWN

TREECRAPE MYRTLE

TREE CLUSTER

CRAPE MYRTLE

TREE CLUSTER

CRAPE MYRTLE

TREE CLUSTER

8' WALL

CONC

PAVERS

6' WPF

27" UNKNOWN

TREE

10" UNKNOWN

TREE

24" UNKNOWN

TREE

24" UNKNOWN

TREE

18" PALM

TREE

28" UNKNOWN

TREE

18" UNKNOWN

TREE

17" UNKNOWN

TREE

40" UNKNOWN

TREE36" UNKNOWN

TREE

33" UNKNOWN

TREE

24" UNKNOWN

TREE

18" UNKNOWN

TREE

28" UNKNOWN

TREE

25" UNKNOWN

TREE

(NO)

32" UNKNOWN

TREE

43" UNKNOWN

TREE

(SL)

25 MPH

CENTERLINE

.0

0'

.0 0'

RIGHT-OF-WAY

LINE

RIGHT-OF-WAY

LINE

.1294

.3594 .57

.55

.7295 .60

.82

.20

.67

.83

.38

.30

.32

.96

.08

.80

.85

.46

.48

.77

.87

.93

.70

.79

.7393

.6293 .8894 .12

.90

.01

.08

.87

.9794

.34

.13

.26

.2494

.1494 .35

.47

.2295

.34

.2595 .1995

.37

.3595

.56

.12

.28

.38

.36

.34

.45

.44

.30

.70

.78

.33

.48

.80

.72

.71

.66

.55

.87

.95

.83

.83

.90

.96

.27

.46

.67

.64

.44

.70

.75

.94

.49

.46

.48

.41

.92

.88

.74

.59

.88

.89

.93 95

.89

.85

.81

.17

.98

.05

.18

.03

.10

.11

.01

.5694

.59

.83

.74

.94 95

.90

.00

.40

.04

.43

.44

.32

.83 94

.84

.90

.87

.32

.36

.36

.34

.26

.14

.10

.09

.05

.09

.04

.81

.03

.28

.99

.05

.27

.72

.72

.64

.58

.96 95 .91

.78

.72

.98

.96

.04

.04

.98

.96

.03

.01

.72

.59

.96

.95

.05

.03

.02

.98

.86

.88

.36

.25

.67

.94

.46

.37

.38

.53

DO NOT

PASS

.22

.58

.80

.1796

.06

.55

.82

.93

.26

.54

.01

.04

.38

.81

.26

.20

.40

.43

.26

.85

.23

.66

.16

.60

.09

.55

.66

.03

.52

.69

.29

.82

.16

.92

.8296

.14

.64

.62

.71

.68

.81

.7995

.84

.70

.55

.67

.05

.55

.7095

.74

.5596

.05

.4195

.3395 .79

.60

.4295 .96

.71

.26

.30

.70

.24

.3495

.67

.46

.34

.09

.09

.02

.09

.1395

.0895 .13

.21

.75

.96

.0994

.8895 .36

.80

.36

.57 94

.99

.02

.43

.54

.64

.50

.59

.86

.10

.57

.48

.09

.32

.98

.69

.80

.56

.4896 .34

.87

.68

.42

.28

.04

.01

.97

.59

.83

.76

.36

.59 94

.93

.75

.58

.64 95

.59

.41

.36

.41

.5995 .49

.06

.08

.83

.43

.26

.23

.12

.42 95

.46

.6494

.95

.09

.92

.07

.36

.24

.0795

.36

.38

.02

.09

.98

.29

.24

.14

.05

.29

.93

.18

.64

.3895 .53

.68

.18 94 .87

.27

.09

.05

.96

.90

.75

.68

.29

.74

.00

.02

.49

.12

.81

.94

.88

.95 95 .94 96

.19

.04

.70

.52

.20

.54

.49

.46

.87

.2594 .6495

.16

.45

.24

.44

.70

.81

.96

.42

.04

.32

.42

.9894

.82

.23

.86

.90

.12

.82

.99

.7095

.5895 .88

.10

.67

.78

.94

.97 96

.21

.18

.39

.36

.34

.33

.60

.60

.38

.26

.16

.80

O H

U O

H U

O H

U O

H U

ELEC PULL

BOX (2)

MLP

TOP OF MAG NAIL & DISK

WITH "BM" LB #7143

ELEV = 96.21 (NAVD '88)

N:1585964.85 E:506256.55

SITE BENCHMARK #103

FF ELEV = 97.12 FF ELEV @

THRESHOLD = 95.99

FF ELEV @

THRESHOLD = 95.91

FF ELEV @

THRESHOLD = 95.70

FF ELEV @

THRESHOLD = 95.55

FF ELEV @

THRESHOLD = 96.06

FF ELEV = 95.39

FF ELEV @

THRESHOLD = 95.70

TOP OF MAG NAIL & DISK

WITH "BM" LB #7143

ELEV = 94.76 (NAVD '88)

N:1585919.54 E:506479.52

SITE BENCHMARK #104

ELEC PULL

BOX, FHYD,

MLP

BFP

WV TOP NUT ELEV

= 92.65

WM (2) &

EO

WV TOP NUT

ELEV = 93.15NO

OUTLET

5' BRICK WALL

5' BRICK WALL

METRONET

PULL BOX

UNK RISER (2) &

WM (2)

ELEC PULL

BOX & MLP

UNK RISER (2) &

WM (2)

METRONET

PULL BOX

SEPTIC LID

TOP LID ELEV = 95.15 (2.5'DIA)

UNK RISER (2)

WM (2) METRONET PULL BOX

PULL BOX BFP 3/4"ELEC PULL BOX & MLP

UNK RISER (2)

METRONET

PULL BOX

WM (2)

ICV

CO

CLEAN OUT

(TYP)

6' WPF

DETECTABLE

WARNING AREA

DETECTABLE

WARNING AREA

5.00'

.0

0'

FND 4"X4" CM NO IDFND 4"X4" CM NO ID

FND 4"X4" CM NO ID

6' WPF

6' WPF

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ELEC

TRANS

6' WPF

OVERHANG

(TYP)

OVERHANG

(TYP)

OVERHANG

(TYP)

OVERHANG

(TYP)

OVERHANG

(TYP)

OVERHANG

(TYP)

OVERHANG

(TYP)

OVERHANG

(TYP)

6' WPF

.80

.79

.12

.04

FND 1/2" IRON ROD ILLEGIBLE

SINGLE STORY

CONC BLOCK BUILDING SINGLE STORY

CONC BLOCK BUILDING

SINGLE STORY

CONC BLOCK BUILDING SINGLE STORY

CONC BLOCK BUILDING

SINGLE STORY

CONC BLOCK BUILDING

SINGLE STORY

CONC BLOCK BUILDINGSINGLE STORY

CONC BLOCK BUILDING

SINGLE STORY

CONC BLOCK BUILDING

COCOCO

CO

WM

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

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

WM

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

MH-4

(TO BE CONSTRUCTED

PER PHASE 6A PLANS)

STA: 10+58 (6' LT.)

RIM EL. = 95.45

W INV. = 81.12

E INV. = 81.22

INSTALL ±303 L.F. OF

8" PVC @ 0.40%

MH-3

STA: 13+62 (5' LT.)

RIM EL. = 94.20

W INV. = 82.43

E INV. = 82.53

INSTALL ±128 L.F. OF

8" PVC @ 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)

101270

EM

DGH

KJL

WEKIWA SPRINGS SEPTIC TO SEWER RETROFIT

Phase 6B - Sweetwater Country Club Place 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:\O28703\Civil\DWG\_Current_Plan_Set\O28703 Plan and Profile.dwg June 1, 2026

B

ID

S E

T

EDWIN MATOS, P.E.

P.E. LIC. # 55407 9

C100

AS SHOWN

Plan and Profile.dwg

SWEETWATER COUNTRY CLUB PLACE DRIVE

PLAN

SWEETWATER COUNTRY

CLUB PLACE DR.

W E

K

IW

A S

P R

IN

G

S R

O A

D

N

Graphic Scale in Feet

20 20 40

M A

T C

H S

T A

TO BE CONSTRUCTED

PER PHASE 6A PLANS

INSTALL CLEANOUT (TYP.)

TEST HOLE DATA

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

TH 1-1 1.5" PE FIBER OPTIC 92.80'

TH 1-12

TH 1-13

TH 1-1

TH 1-2

TH 1-3

TH 1-2 4.5" PVC BURIED ELECTRIC 91.74'

TH 1-3 1.5" PE FIBER OPTIC 92.61'

TH 1-12 4.5" STEEL BURIED TELEPHONE 92.16'

TH 1-13 0.5" DBC BURIED TELEPHONE 92.61'

SEE SITE SPECIFIC

NOTE 1

QUANTITIES:

FULL ROADWAY RESTORATION ±961 S.Y.

REMOVE & REPLACE EXISTING MIAMI CURB & GUTTER = ±451 L.F.

REMOVE & REPLACE EXISTING TYPE F CURB & GUTTER = ±22 L.F.

REMOVE & REPLACE EXISTING CONCRETE SIDEWALK = ±32 S.Y.

REMOVE & REPLACE RESIDENTIAL WALKWAY = ±8 S.Y.

REMOVE & REPLACE

EXISTING MIAMI CURB

& GUTTER (TYP.)

REMOVE & REPLACE

EXISTING CONCRETE

SIDEWALK (TYP.)

INSTALL SANITARY

LATERAL PER DETAIL

A306-1, SHEET D200 (TYP.)

SITE SPECIFIC NOTE:

1. CONTRACTOR TO REPLACE FULL WIDTH OF ROADWAY (SUB BASE,

BASE, ETC.) FROM CURB TO CURB. SEE DETAIL, SHEET D200 FOR

MATERIAL AND DEPTH.

2. CONTRACTOR TO COORDINATE WITH RESIDENTS AND PROVIDE

TEMPORARY ACCESS TO HOMES DURING CONSTRUCTION.

3. EXISTING SEPTIC TANKS ARE TO BE ABANDONED. SEE SHEET D300

FOR ABANDONMENT NOTES.

4. CONTRACTOR TO MAINTAIN ONE LANE OF TRAFFIC OPEN AT ALL

TIMES DURING SEWER MAIN CONSTRUCTION ALONG SWEETWATER

COUNTRY CLUB PLACE DRIVE.

5. LISTED PIPE LENGTHS ARE THE HORIZONTAL LENGTH ONLY AND DO

NOT FACTOR IN PIPE RISE.

6. CONTRACTOR TO FIELD VERIFY DEPTH OF ALL EXISTING UTILITIES

PRIOR TO EXCAVATION.

7. CONTRACTOR TO VERIFY SEPTIC TANK AND DRAINFIELD LOCATION

PRIOR TO INSTALLATION OF LATERAL.

CONTRACTOR TO RESTORE

RESIDENTIAL WALKWAY TO

MATCH EXISTING

REMOVE & REPLACE

EXISTING TYPE F

CURB & GUTTER

LOT 24

2301 SWEETWATER COUNTRY

CLUB PLACE DR.

F.F.E. = 97.12

LOT 23

2309 SWEETWATER COUNTRY

CLUB PLACE DR.

F.F.E. = 95.99

LOT 22

2317 SWEETWATER COUNTRY

CLUB PLACE DR.

F.F.E. = 95.91

LOT 21

SWEETWATER COUNTRY

CLUB PLACE DR.

F.F.E. = 95.70

LOT 1

2300 SWEETWATER COUNTRY

CLUB PLACE DR.

F.F.E. = 95.70

LOT 2

2308 SWEETWATER COUNTRY

CLUB PLACE DR.

F.F.E. = 95.39

LOT 3

2316 SWEETWATER COUNTRY

CLUB PLACE DR.

F.F.E. = 96.06

LOT 4

2324 SWEETWATER COUNTRY

CLUB PLACE DR.

F.F.E. = 95.55

10+00 11+00 12+00 13+00 14+00 14+90

8" PVC S.S. (TO BE

CONSTRUCTED PER

PHASE 6A PLANS)

MH-4

(TO BE CONSTRUCTED

PER PHASE 6A PLANS)

STA: 10+58 (6' LT.)

RIM EL. = 95.45

W INV. = 81.12

E INV. = 81.22

±303 L.F. OF 8" PVC S.S. @ 0.40%

±128 L.F. OF 8" PVC S.S. @ 0.40%

MH-3

STA: 13+62 (5' LT.)

RIM EL. = 94.20

W INV. = 82.43

E INV. = 82.53

EXISTING GRADE

6" SEWER LATERAL

CONNECTION6" SEWER LATERAL

CONNECTION

6" SEWER LATERAL

CONNECTION

6" SEWER LATERAL

CONNECTION

6" SEWER LATERAL

CONNECTION

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)

101270

EM

DGH

KJL

WEKIWA SPRINGS SEPTIC TO SEWER RETROFIT

Phase 6B - Sweetwater Country Club Place 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:\O28703\Civil\DWG\_Current_Plan_Set\O28703 Plan and Profile.dwg June 1, 2026

B

ID

S E

T

EDWIN MATOS, P.E.

P.E. LIC. # 55407 10

C100A

AS SHOWN

Plan and Profile.dwg

Graphic Scale in Feet

20 20 40

SWEETWATER COUNTRY CLUB PLACE DRIVE

PROFILE

CO CO

CO

CO

CO

CO

UNKUNK

WMWM

PBXPBXD

UNKUNKWMWM

PBX

PBXWV D

PBXPBXWM

WMUNKUNKUNKUNKPBX

WM

WMD

16" UNKNOWN

TREE

20" UNKNOWN

TREE

FOUNTAIN

7" UNKNOWN

TREE

8' WALL

8' WALL

11" PALM

TREE

8" UNKNOWN

TREE

10" UNKNOWN

TREE

40" UNKNOWN

TREE

9" PALM

TREE

10" PALM

TREE

30" UNKNOWN

TREE

14" UNKNOWN

TREE

21" UNKNOWN

TREE

7"/7" UNKNOWN

TREE

36" UNKNOWN

TREE

40" UNKNOWN

TREE

44" UNKNOWN

TREE

22.5'

6' WPF

6' WPF

7" UNKNOWN

TREE

10" PALM

TREE

10" PALM

TREE

UNKNOWN TREE

CLUSTER

6" UNKNOWN

TREE

40" UNKNOWN

TREE

15" UNKNOWN

TREE

25" UNKNOWN

TREE

8' WALL

6' WPF

13" UNKNOWN

TREE

24" UNKNOWN

22" UNKNOWN

CRAPE MYRTLE

TREE CLUSTER

.0

0'

RIGHT-OF-WAY

LINE (TYP)

.0

0'

.0 0'

CENTERLINE

RIGHT-OF-WAY

LINE

RIGHT-OF-WAY

LINE

.59

.74

.25

.0293

.89

.48

.28

.35

.2991

.1791 .4392

.69

.37

.48

.4892

.3792 .63

.04

.16

.1193

.8493 .94

.9393

.8394 .12

.85

.61

.71

.70

.62

.8093

.70

.42

.59

.56

.4393 .72

.31

.13

.36

.82

.01

.05

.86

.51

.59

.66

.57

.43

.33

.30

.34

.32

.60

.65

.76

.81

.68

.84 92

.68

.23

.89

.02

.26

.18

.97

.15

.99

.95

.91 92 .69

.60

.70

.94

.78

.6891

.81

.4492

.2792 .74

.59

.99

.04

.53

.70

.56

.71 93

.70

.49

.28

.76

.87

.80

.14

.01

.78

.01 93

.13

.22

.83 93

.17

.38

.83

.51

.4593

.30

.16

.70

.95

.59

.06

.32

.0693

.40

.83

.59

.65

.88

.15

.08

.08 94

.10

.00

.04

.93

.0195

.24

.21

.08

.28

.43

.99

.05

.46

.62

.49

.42

.82

.04

.09

.90

.99

.92

.1695

.23

.22

.43

.63

.58

.2196

.47

.2396

.33

.41

.48

.22

.27

.36

.31

.3494 .35

.42 94

.46

.40

.32

.41

.34

.44

.36

.95

.92

.75

.62

.80

.65

.93

.16

.94

.94

.15

.15

.28

.26

.65

.26

.46

.48

.70

.11

.36

.06

.15

.4893 .90

.40

.51

.37

.4893 .7994

.45

.59

.91

.95

.90

.3193

.64

.88

.50 93 .62

.41

.4893

.18

.45

.42

.58

.28

.36

.68

.33

.36

.09

.14

.12

.07

.2595

.17

.74

.40

.63

.75

.74

.84

.90

.78

.80

.88

.80

.56

.86

.89

.05

.00

.96

.54

.36

.84

.54

.12

.18

.6494

.89

.22

.38

.38

.67

.38

.06

.79

.1294

.35

.49

.98

.32

.36

.73

.71

.32 95

.75

.26

.33

.92 93 .98

.64

.38

.83

.56

.24

.61

.16

.47

.33

.56

.0194 .2094

.86

.00

.57

.28

.61

.19

.0293

.7694 .40

.72 93

.19

.79

.85

.12

.44

.80

.45

.48

.69

.3494

.37

.07

STORM SEWER MANHOLE (CI)

TOP RIM ELEV = 93.87

S INV ELEV = 89.51 (15"RCP)

BOTTOM ELEV = 89.5±

STORM SEWER MANHOLE (CI)

TOP RIM ELEV = 93.93

N INV ELEV = 89.55 (15"RCP)

E INV ELEV = 89.45 (18"RCP)

BOTTOM ELEV = 89.4±

STORM SEWER MANHOLE

TOP RIM ELEV = 92.29

E INV ELEV = 87.56 (18"RCP)

W INV ELEV = 87.63 (18"RCP)

BOTTOM ELEV = 87.5±

FF ELEV = 95.85

FF ELEV @

THRESHOLD = 95.38

TOP OF MAG NAIL & DISK

WITH "BM" LB #7143

ELEV = 93.91 (NAVD '88)

N:1585925.09 E:506744.71

SITE BENCHMARK #105

UNK RISER (2),

WM (2) & MLP

METRONET

PULL BOX

UNK RISER

(2)

WM (2)

ELEC PULL BOX &

METRONET PULL

BOX

MLP

ELEC RISER

FF ELEV @ THRESHOLD =

95.00

FF ELEV @

THRESHOLD =

94.49

FF ELEV @ THRESHOLD =

95.26

FF ELEV @ THRESHOLD =

93.72

FF ELEV @ THRESHOLD =

94.15

FF ELEV @ THRESHOLD =

92.75

TOP OF MAG NAIL & DISK

WITH "BM" LB #7143

ELEV = 92.60 (NAVD '88)

N:1585947.70 E:506988.38

SITE BENCHMARK #106

METRONET

PULL BOX

UNK RISER (2) &

WM (2)

UNK RISER (2) &

WM (2) METRONET

PULL BOX

ELEC PULL BOX & MLP

ELEC PULL BOX

FHYD & WV TOP NUT

ELEV = 90.20

METRONET

PULL BOX

UNK RISER

(2)

METRONET

PULL BOX

BRICK MBX (TYP)

BRICK MBX (TYP)

CO

FND 4"X4" CM NO ID

FND 4"X4" CM NO ID

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

6' WPF

6' VINYL

FENCE

OVERHANG

(TYP)

OVERHANG

(TYP)

OVERHANG

(TYP)

OVERHANG

(TYP)

.36

.40

.70

.78

ELEC TRANS

LANDSCAPE AREA

ASPHALT

PAVEMENT

FND 4"X4" CM "LB220"

FND 3/4" IRON PIPE ILLEGIBLE

FND X-CUT

FND 4"X4" WITH IRON

ROD

FND X-CUT

FND 3/4" IRON PIPE ILLEGIBLE

SINGLE STORY

CONC BLOCK BUILDING

SINGLE STORY

CONC BLOCK BUILDING

SINGLE STORY

CONC BLOCK BUILDING

SINGLE STORY

CONC BLOCK BUILDING

SINGLE STORY

CONC BLOCK BUILDING

CO CO

CO

CO

CO

CO

CO

UNKUNK

WMWM

PBXPBXD

UNKUNKWMWM

PBX

PBXWV D

PBXPBXWM

WMUNKUNKUNKUNKPBX

WM

WMD

16" UNKNOWN

TREE

20" UNKNOWN

TREE

FOUNTAIN

7" UNKNOWN

TREE

8' WALL

8' WALL

11" PALM

TREE

8" UNKNOWN

TREE

10" UNKNOWN

TREE

40" UNKNOWN

TREE

9" PALM

TREE

10" PALM

TREE

30" UNKNOWN

TREE

14" UNKNOWN

TREE

21" UNKNOWN

TREE

7"/7" UNKNOWN

TREE

36" UNKNOWN

TREE

40" UNKNOWN

TREE

44" UNKNOWN

TREE

22.5'

6' WPF

6' WPF

7" UNKNOWN

TREE

10" PALM

TREE

10" PALM

TREE

UNKNOWN TREE

CLUSTER

6" UNKNOWN

TREE

40" UNKNOWN

TREE

15" UNKNOWN

TREE

25" UNKNOWN

TREE

8' WALL

6' WPF

13" UNKNOWN

TREE

24" UNKNOWN

22" UNKNOWN

CRAPE MYRTLE

TREE CLUSTER

.0

0'

RIGHT-OF-WAY

LINE (TYP)

.0

0'

.0 0'

CENTERLINE

RIGHT-OF-WAY

LINE

RIGHT-OF-WAY

LINE

.59

.74

.25

.0293

.89

.48

.28

.35

.2991

.1791 .4392

.69

.37

.48

.4892

.3792 .63

.04

.16

.1193

.8493 .94

.9393

.8394 .12

.85

.61

.71

.70

.62

.8093

.70

.42

.59

.56

.4393 .72

.31

.13

.36

.82

.01

.05

.86

.51

.59

.66

.57

.43

.33

.30

.34

.32

.60

.65

.76

.81

.68

.84 92

.68

.23

.89

.02

.26

.18

.97

.15

.99

.95

.91 92 .69

.60

.70

.94

.78

.6891

.81

.4492

.2792 .74

.59

.99

.04

.53

.70

.56

.71 93

.70

.49

.28

.76

.87

.80

.14

.01

.78

.01 93

.13

.22

.83 93

.17

.38

.83

.51

.4593

.30

.16

.70

.95

.59

.06

.32

.0693

.40

.83

.59

.65

.88

.15

.08

.08 94

.10

.00

.04

.93

.0195

.24

.21

.08

.28

.43

.99

.05

.46

.62

.49

.42

.82

.04

.09

.90

.99

.92

.1695

.23

.22

.43

.63

.58

.2196

.47

.2396

.33

.41

.48

.22

.27

.36

.31

.3494 .35

.42 94

.46

.40

.32

.41

.34

.44

.36

.95

.92

.75

.62

.80

.65

.93

.16

.94

.94

.15

.15

.28

.26

.65

.26

.46

.48

.70

.11

.36

.06

.15

.4893 .90

.40

.51

.37

.4893 .7994

.45

.59

.91

.95

.90

.3193

.64

.88

.50 93 .62

.41

.4893

.18

.45

.42

.58

.28

.36

.68

.33

.36

.09

.14

.12

.07

.2595

.17

.74

.40

.63

.75

.74

.84

.90

.78

.80

.88

.80

.56

.86

.89

.05

.00

.96

.54

.36

.84

.54

.12

.18

.6494

.89

.22

.38

.38

.67

.38

.06

.79

.1294

.35

.49

.98

.32

.36

.73

.71

.32 95

.75

.26

.33

.92 93 .98

.64

.38

.83

.56

.24

.61

.16

.47

.33

.56

.0194 .2094

.86

.00

.57

.28

.61

.19

.0293

.7694 .40

.72 93

.19

.79

.85

.12

.44

.80

.45

.48

.69

.3494

.37

.07

STORM SEWER MANHOLE (CI)

TOP RIM ELEV = 93.87

S INV ELEV = 89.51 (15"RCP)

BOTTOM ELEV = 89.5±

STORM SEWER MANHOLE (CI)

TOP RIM ELEV = 93.93

N INV ELEV = 89.55 (15"RCP)

E INV ELEV = 89.45 (18"RCP)

BOTTOM ELEV = 89.4±

STORM SEWER MANHOLE

TOP RIM ELEV = 92.29

E INV ELEV = 87.56 (18"RCP)

W INV ELEV = 87.63 (18"RCP)

BOTTOM ELEV = 87.5±

FF ELEV = 95.85

FF ELEV @

THRESHOLD = 95.38

TOP OF MAG NAIL & DISK

WITH "BM" LB #7143

ELEV = 93.91 (NAVD '88)

N:1585925.09 E:506744.71

SITE BENCHMARK #105

UNK RISER (2),

WM (2) & MLP

METRONET

PULL BOX

UNK RISER

(2)

WM (2)

ELEC PULL BOX &

METRONET PULL

BOX

MLP

ELEC RISER

FF ELEV @ THRESHOLD =

95.00

FF ELEV @

THRESHOLD =

94.49

FF ELEV @ THRESHOLD =

95.26

FF ELEV @ THRESHOLD =

93.72

FF ELEV @ THRESHOLD =

94.15

FF ELEV @ THRESHOLD =

92.75

TOP OF MAG NAIL & DISK

WITH "BM" LB #7143

ELEV = 92.60 (NAVD '88)

N:1585947.70 E:506988.38

SITE BENCHMARK #106

METRONET

PULL BOX

UNK RISER (2) &

WM (2)

UNK RISER (2) &

WM (2) METRONET

PULL BOX

ELEC PULL BOX & MLP

ELEC PULL BOX

FHYD & WV TOP NUT

ELEV = 90.20

METRONET

PULL BOX

UNK RISER

(2)

METRONET

PULL BOX

BRICK MBX (TYP)

BRICK MBX (TYP)

CO

FND 4"X4" CM NO ID

FND 4"X4" CM NO ID

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

6' WPF

6'…