413557_Woodside_Utility_Relocates_Phase_2_Issued_for_Bid_Drawings_SIGNED.pdf

PDF 34 MB Posted Oct 31, 2025

Attached to: Woodside Drainage & Utility Infrastructure Improvements, Phase 2
Solicitation number: IFB2026001
Issued by: Polk County, Lake Harbor CDP, Florida

About this file

Written by GovTribe AI · Jan 8, 2026

This file contains issued-for-bid construction drawings for the Toho Water Authority Woodside Utility Relocations Phase 2 project, prepared by Black & Veatch Corporation in July 2025. The project involves relocating water mains, reclaimed water mains, and sanitary force mains across three primary corridors: Hoagland Boulevard, Kissimmee Trail, and Dyer Boulevard in the Woodside area of Kissimmee, Florida. Specific utility relocations include a 16-inch water main on Hoagland Boulevard, a 30-inch force main restraint along Kissimmee Trail (293 linear feet and 425 linear feet across two sections), and a 12-inch water main with 30-inch reclaimed water main on Dyer Boulevard. The drawings are organized into thirteen sheets covering general notes, civil utility relocation plans and profiles, detail sheets, and striping specifications. Construction extends from station 124+00.00 to 142+00.00, with significant work involving pipe installation, line stops, bypass piping, thrust collar installation, and pavement restoration along existing roadways and within right-of-way limits.

The contract documents establish comprehensive requirements for contractor responsibilities including field verification of existing utilities, coordination with Sunshine One Call per Florida law, maintenance of emergency vehicle access, protection of existing improvements, and compliance with all regulatory permits and OSHA excavation safety standards. Minimum pipe cover of 36 inches is required under asphalt, with all pipe restraint work performed per mechanical joint restraint systems and detailed thrust restraint tables provided. Contractors must obtain FDEP permits and clearance before placing mains in service and submit detailed record drawings with certified as-built surveys upon project completion. The project is funded by the Toho Water Authority through an inter-local agreement with the City of Kissimmee and is coordinated with the concurrent City of Kissimmee Woodside Drainage Improvements Phase 2 project, which receives CDBG-MIT, ARPA, and local funding.

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Other files

File	Type	Posted
Notice_of_Intent_-_Woodside_drainage_&_Utility_Infrastructure_Improvements_Phase_2.pdf	PDF	Dec 31, 2025
Abstract.IFB2026001_Woodside_Drainage_&_Utility_Infrastructure_Improvements_Phase_2.pdf	PDF	Dec 15, 2025
11.17.2025_Woodside_Agreement_IFB2026-001.pdf	PDF	Nov 21, 2025
Addendum_Bid_Items_Woodside_Drainage_Improvements_Project-IFB2026001_FINAL_11-20-2025.pdf	PDF	Nov 21, 2025
Woodside_Utilities_Relocations_-_C-04_11.18.25.pdf	PDF	Nov 21, 2025
Woodside_Utilities_Relocations_-_Measurement_and_Payment_Spec_11.18.25.pdf	PDF	Nov 21, 2025
Addendum_2_IFB2026001_Woodside_Drainage__Utility_Infrastructure_Improvements_Phase_2.pdf	PDF	Nov 21, 2025
Bid_Book_for_Woodside_Drainage_Improvements_Project-IFB2026001_FINAL_10-27-2025_SIGNED.pdf	PDF	Oct 31, 2025
Woodside_Drainage_Improvements_Phase_2_Bid_Plans_24OCT2025_SIGNED.pdf	PDF	Oct 31, 2025
Woodside_Drainage_Improvements_Phases_1_and_2_Survey_Plans_SIGNED.pdf	PDF	Oct 31, 2025

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BLACK & VEATCH PROJECT 413557

TOHO WOODSIDE

UTILITY RELOCATIONS - PHASE 2

TOHO WATER AUTHORITY

JULY 2025

DRAWING INDEX

GENERAL

1 G-00 COVER SHEET, DRAWING INDEX AND LOCATION MAP

2 G-01 GENERAL NOTES AND LEGEND

3 G-02 GENERAL NOTES

4 G-03 KEY MAP

CIVIL

5 C-01 HOAGLAND BLVD - UTILITY RELOCATION - PLAN AND PROFILE

6 C-02 KISSIMMEE TRAIL - 30" FORCE MAIN RESTRAIN - PLAN AND PROFILE

7 C-03 KISSIMMEE TRAIL - 30" FORCE MAIN RESTRAIN - PLAN AND PROFILE

8 C-04 DYER BLVD - UTILITY RELOCATION - PLAN AND PROFILE

9 C-05 DETAILS

10 C-06 DETAILS

11 C-07 DETAILS

12 C-08 DETAILS

13 C-09 DETAILS

SHEET NO. DRAWING NO. DRAWING TITLE

VICINITY MAP

LOCATION OF PROJECT

NTS

BEGIN PROJECT

STA. 124+00.00

END PROJECT

STA. 142+00.00

LOCATION OF PROJECT

PREPARED FOR:

TOHO WATER AUTHORITY

951 MARTIN LUTHER KING BLVD.

KISSIMMEE, FL 34741

www.tohowater.com

PREPARED BY:

BLACK & VEATCH CORPORATION

201 SOUTH ORANGE AVENUE, SUITE 500

ORLANDO, FL 32801

KISSIMMEE

GATEWAY

AIRPORT

US 192

TION

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

Certificate No. 8132 Black & Veatch Corporation

4 5321

201 South Orange Avenue, Suite 500 Orlando, Florida 32801

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UTILITY RELOCATIONS

PHASE 2

413557

ISSUED

FOR BID

JULY 2025

G-00

GENERAL

COVER SHEET

JNH

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lyt90159 Snapshot

GENERAL CONSTRUCTION NOTES

1. ALL CONSTRUCTION CONNECTING TO THE TOHO PUBLIC UTILITIES SYSTEM SHALL CONFORM TO THE CONTRACT DOCUMENTS.

2. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE AN LOCATION OF ALL ABOVE GROUND AND UNDERGROUND UTILITIES. CONTRACTOR SHALL CONTACT SUNSHINE ONE CALL PER STATE LAW PRIOR TO EXCAVATION.

ALL EXISTING UTILITIES SHALL REMAIN AND ARE TO BE PROTECTED AND SUPPORT AS NEEDED FOR WATER MAIN, RECLAIM WATER MAIN AND

FORCE MAIN INSTALLATION.

3. THE CONTRACTOR SHALL PROTECT EXISTING SERVICE CONNECTIONS DURING CONSTRUCTION AND SHALL COORDINATE THE RELOCATION OF SERVICES WITH TOHO PROJECT REPRESENTATIVE. THE CONTRACTOR WILL RELOCATE EXISTING SERVICES AS NECESSARY AND AS DIRECTED BY

TOHO PERSONNEL.

4. SEE DETAIL SHEET FOR SEPARATION REQUIREMENTS BETWEEN WATER MAINS, RECLAIM WATER MAINS, SEWER MAINS, AND OTHER PIPELINES AND

MAINS. NO CONCRETE ENCASEMENT OF PIPES WILL BE PERMITTED.

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

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

7. WHEN OBTAINING DATA AND INFORMATION FROM THE PLANS, NUMERICAL FIGURES SHALL BE USED IN PREFERENCE TO SCALED DIMENSIONS AND

LARGER SCALE DRAWINGS IN PREFERENCE TO SMALLER SCALE DRAWINGS.

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

9. ALL STATIONS AND OFFSETS REFER TO THE BASELINE OF STATIONING.

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

11. LOCAL RESIDENTIAL ACCESS SHALL BE MAINTAINED AT ALL TIMES. PROVIDE WRITTEN NOTIFICATION TO RESIDENTS SEVEN (7) DAYS PRIOR TO IMPLEMENTING ANY ROADWAY OR DRIVEWAY CLOSURE. A SECOND NOTICE WILL BE GIVEN 24 HOURS IN ADVANCE OF CLOSURE.

12. SUPPORT AND PROTECT ALL EXISTING UTILITIES. CONTRACTOR SHALL CONTACT UTILITY OWNERS FOR LOCATION OF ALL EXISTING FACILITIES.

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY OWNERS AND BE RESPONSIBLE FOR PROVIDING TEMPORARY SUPPORT

FOR UTILITY POLES AND ALL OTHER UTILITIES.

13. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS, AND RECLAIMED WATER MAINS. MAIN LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. CONTRACTOR IS

RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS.

14. ALL WATER MAINS, RECLAIM WATER MAINS AND FORCE MAINS SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS. A MINIMUM COVER OF 36 INCHES SHALL BE MAINTAINED ON ALL MAINS UNDER ASPHALT, WHERE IT IS NOT OTHERWISE SPECIFIED ON PLANS OR DIRECTED BY THE ENGINEER. ALL DIRECTION CHANGES IN THE PIPE BOTH HORIZONTAL AND VERTICAL SHALL BE BY JOINT DEFLECTION UNLESS OTHERWISE NOTED OR DIRECTED BY THE ENGINEER. JOINT DEFLECTION SHALL NOT EXCEED 25% OF THE MANUFACTURER'S RECOMMENDED DEFLECTION.

15. ALL PIPE SHALL BE RESTRAINED IN ACCORDANCE WITH THE RESTRAINT TABLES SHOWN ON THE DETAIL SHEETS. ALL FITTINGS AND PIPE SHALL BE MECHANICAL JOINT RESTRAINED. NO THRUST BLOCKS SHALL BE PERMITTED UNLESS SHOWN. (RESTRAIN EXISTING PIPE JOINTS IN ACCORDANCE

WITH THE RESTRAINT TABLES).

16. COMPLETE ALL CONSTRUCTION WITHIN RIGHT OF WAY LIMITS AND EASEMENT LIMITS.

17. PIPE SIZES SHOWN ON PLANS ARE MINIMUM NOMINAL INSIDE DIAMETER.

18. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER THE PROPOSED CONNECTION PROCEDURE AND WORK SCHEDULE HAVE BEEN REVIEWED AND ACCEPTED BY THE OWNER. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE OWNER A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO SCHEDULING ANY CONNECTIONS. ALL CONNECTIONS TO TO BE COMPLETED IN THE PRESENCE OF AUTHORIZED TOHO PERSONNEL. THE REQUEST SHALL REFERENCE THE PROFESSIONAL LAND SURVEYOR CERTIFIED COMPLETED AS-BUILT

RECORD DRAWINGS PREVIOUSLY SUBMITTED AND SHALL OUTLINE THE FOLLOWING:

a. POINTS OF CONNECTION, FITTINGS TO BE USED, METHODS OF FLUSHING AND DISINFECTION AND VERIFICATION OF RESTRAINT ON

EXISTING PIPE.

b. ESTIMATED CONSTRUCTION TIME FOR THE CONNECTIONS.

THE OWNER SHALL REVIEW THE SUBMITTAL WITHIN FIVE (5) WORKING DAYS AFTER RECEIVING IT AND INFORM THE CONTRACTOR REGARDING APPROVAL OR DENIAL OF THE REQUEST. IF THE OWNER REJECTS THE REQUEST, THE CONTRACTOR SHALL RESUBMIT THE REQUEST MODIFYING IT IN A MANNER ACCEPTABLE TO THE OWNER. ALL CONNECTIONS SHALL ONLY BE MADE ON THE AGREED UPON DATE AND TIME. SHOULD THE CONTRACTOR NOT INITIATE AND COMPLETE THE CONNECTION WORK IN THE AGREED UPON MANNER, THEY SHALL BE REQUIRED TO RESCHEDULE

THE CONNECTION BY FOLLOWING THE PROCEDURE OUTLINED ABOVE.

19. THE CONTRACTOR SHALL NOT OPERATE ANY VALVES IN THE SYSTEM WITHOUT THE PRESENCE AND AUTHORIZATION OF TOHO PERSONNEL.

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

21. PROTECT EXISTING IMPROVEMENTS TO THE MAXIMUM EXTENT POSSIBLE.

22. 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. CONTRACTOR TO PROVIDE OWN

SURVEY AS NEEDED TO MATCH EXISTING CONDITIONS.

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

ACTIVITIES AND RELATED ACTIVITIES.

24. BENCHMARK LOCATIONS AND ELEVATION ARE SHOWN IN THE PLANS AS REPRESENTED BY SURVEYOR AT THE TIME OF SURVEY. CONTRACTOR SHALL INSTALL HIS OWN TEMPORARY BENCHMARKS AS DEEMED NECESSARY. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE

ATTENTION OF THE TOHO INSPECTOR.

25. IMMEDIATELY AT ONSET OF CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES CRITICAL TO COMPLETING THE PROJECT (INCLUDING RECLAIM WATER, SEWER, 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. CONTRACTOR SHALL ASSUME ALL EXISTING UTILITIES SHALL REMAIN AND WILL BE SUPPORTED BY

THE CONTRACTOR DURING CONSTRUCTION.

26. NO VALVE BOXES, METERS, PORTIONS OF MANHOLES, OR OTHER APPURTENANCES OF ANY KIND RELATING TO ANY UNDERGROUND UTILITIES SHALL BE LOCATED IN ANY PORTION OF A CURB-AND-GUTTER OR SIDEWALK SECTION. CONTRACTOR SHALL ADVISE ENGINEER IMMEDIATELY UPON

DISCOVERY OF A POTENTIAL CONFLICT.

27. WHERE REQUIRED, AT NO ADDITIONAL COST TO TOHO, THE CONTRACTOR SHALL USE TEMPORARY SHEETING OR TRENCH BOXES TO MINIMIZE THE SIZE OF EXCAVATIONS AND PROTECT EXISTING ROADWAYS, UTILITIES, STORM WATER SYSTEMS AND OTHER FACILITIES. CONTRACTOR TO COMPLY WITH OSHA TRENCH SAFETY REQUIREMENTS AT ALL TIMES. TOHO PERSONNEL ARE AUTHORIZED TO SHUT DOWN ANY UNSAFE OPERATIONS IF WITNESSED, WITHOUT REPERCUSSION OR LIABILITY FOR DELAY, OR COST IMPACT.

28. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (90-96,LAWS OF FLORIDA). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO

THE CONTRACT.

29. ALL COMPACTION SHALL BE 98% OF AASHTO T-180 WITHIN 2FT OF ROADWAY OR UNDER ROADS OR DRIVEWAYS. 95% IS ACCEPTABLE ELSEWHERE.

30. CONTRACTOR SHALL MAINTAIN DRAINAGE IN DITCHES AND SWALES AT ALL TIMES. THIS INCLUDES ALL TURBIDITY BARRIERS, SYNTHETIC HAY BAILS, ADDITIONAL FILL MATERIAL, BYPASS PUMPING AND SWALE RESTORATION INCLUDING SODDING. ALL DITCH WORK SHALL MEET THE TEMPORARY EROSION AND SEDIMENT CONTROL REQUIREMENT OF INDEX 102 AND INDEX 103 OF THE LATEST FDOT DESIGN STANDARDS. PAYMENT FOR DITCH AND SWALE MAINTENANCE SHALL BE INCLUDED IN THE PRICE OF THE PIPE AND NO SEPARATE PAYMENT WILL BE CONSIDERED.

31. PRIOR TO THE CONNECTION TO ANY EXISTING MAIN, THE PROPOSED WATER MAIN SHALL BE FLUSHED, BACTERIOLOGICALLY TESTED, DISINFECTED, ENGINEER APPROVED PRESSURE TESTING, AND HAVE FDEP CLEARANCE. REFER TO FDEP PERMIT FOR ANY ADDITIONAL

REQUIREMENTS. ALL CONNECTIONS SHALL BE MADE IN THE PRESENCE OF TOHO PERSONNEL.

32. THE CONTRACTOR SHALL INSTALL TEMPORARY WATER TIGHT BULKHEADS, APPROVED BY THE ENGINEER, WITHIN THE END OF THE NEW

PIPELINE,WHENEVER PIPE LAYING OPERATIONS ARE NOT TAKING PLACE.

33. ALL EXISTING TRAFFIC SIGNS WITHIN THE PROPOSED CONSTRUCTION LIMITS ARE TO BE PROTECTED. CAUTION SHOULD BE EXERCISED WHILE RELOCATING EXISTING SIGNS WHERE DIRECTED. IF THE SIGNS ARE DAMAGED BEYOND USE, AS DETERMINED BY THE ENGINEER, THE DAMAGED

SIGNS SHALL BE REPLACED AT THE CONTRACTORS EXPENSE.

34. ALL TOHO MAINS SHALL REMAIN IN SERVICE BY WAY OF TEMPORARY PIPING AND CONNECTIONS AS NEEDED TO ACCOMMODATE MAIN RELOCATION

WORK.

35. CONTRACTOR SHALL PROVIDE ALL TEMPORARY FILL AND STORM PIPING NECESSARY TO INSTALL NEW CONSTRUCTION. RESTORE ALL DISTURBED

AREAS TO PRE EXISTING CONDITIONS OR BETTER.

36. CONTRACTOR SHALL PROVIDE SILT FENCE IN ALL WORK ZONES TO PREVENT SILT AND DEBRIS FROM LEAVING THE RIGHT-OF-WAY OR ENTERING

ACTIVE STORM WATER DITCHES AND SWALES.

37. CONTRACTOR SHALL MAINTAIN STORM WATER FLOW, INCLUDING DRAINAGE DITCHES AND SWALES TO ALLOW FOR PROPER EXISTING DRAINAGE PATTERNS TO BE MAINTAINED AND TO ALLOW FOR UTILITY RELOCATIONS TO OCCUR IN DRY CONDITIONS PER PROPOSED SPECIFICATIONS.

LEGEND

BTV(B)

S(D)

BFOC(D)

= BURIED ELECTRIC-QUALITY LEVEL B

= BURIED CABLE TV-QUALITY LEVEL B

= BURIED SANITARY FORCE MAIN-QUALITY LEVEL B

= BURIED FIBER OPTIC CABLE-QUALITY LEVEL B

NPW(B) = BURIED NON-POTABLE WATER-QUALITY LEVEL B

BE(D)

BT(D) = BURIED TELEPHONE-QUALITY LEVEL B

= BURIED ELECTRIC STREET LIGHT-QUALITY LEVEL B

= BURIED UNKNOWN UTILITY

NPW(C) = BURIED NON-POTABLE WATER-QUALITY LEVEL C

W(D) = BURIED WATER LINE-QUALITY LEVEL D

W(A)

= BURIED ELECTRIC-QUALITY LEVEL ABE(A)

BT(A) = BURIED TELEPHONE-QUALITY LEVEL A

= BURIED WATER LINE-QUALITY LEVEL A

OFOC = BURIED MISC FIBER OPTIC CABLE

BFOC(A) = BURIED FIBER OPTIC CABLE-QUALITY LEVEL A

OE = OVERHEAD ELECTRIC

BTV(C) = BURIED CABLE TV-QUALITY LEVEL C

OTV = BURIED MISC TELEPHONE

SS(D) = BURIED SANITARY SEWER

SD = BURIED STORM DRAIN SEWER

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PHASE 2

413557

ISSUED

FOR BID

JUNE 2025

G-01

GENERAL

GENERAL NOTES AND

LEGEND

JNH

KTH

TION

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

Certificate No. 8132 Black & Veatch Corporation

4 5321

201 South Orange Avenue, Suite 500 Orlando, Florida 32801

R/W = EXISTING RIGHT-OF-WAY

X X X = EXISTING FENCE LINE

WATER MAIN NOTES

WATER - TESTING:

1. WATER LINE SHALL BE INSTALLED, CLEANED, FLUSHED, PIGGED, DISINFECTED AND BACTERIOLOGICALLY TESTED AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE LATEST AWWA STANDARDS AND FDEP RULES AND REGULATIONS.

2. ALL WATER DISTRIBUTION SYSTEMS SHALL BE FLUSHED CLEAN OF ALL DELETERIOUS MATERIAL PRIOR TO ANY TESTING BY USE OF A SWAB (IE. "PIG"). SWAB SHALL BE SIZED LARGER THAN THE PIPE BEING SWABBED.

3. WATER LINE SHALL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA-C600 (DUCTILE IRON PIPE) AND AWWA-C605/M23 (PVC PIPE) SPECIFICATIONS AT 150 PSI AND WITNESSED BY TOHO PERSONNEL. SCHEDULE TEST A MINIMUM OF 48 HOURS IN ADVANCE. NO LEAKAGE IS PERMITTED. TESTING SHALL BE VALVE TO VALVE. NO TESTING THROUGH VALVES WILL BE

ALLOWED.

4. ALL WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH THE LATEST VERSION OF AWWA C651 AND WITNESSED BY

TOHO PERSONNEL.

5. ALL BACTERIOLOGICAL SAMPLES SHALL BE TAKEN BY TOHO PERSONNEL. FIRE HYDRANTS ARE NOT TO BE USED FOR

BACTERIAL SAMPLE POINTS.

WATER MATERIALS:

1. PVC PIPE FOUR (4) INCHES THROUGH TWELVE (12) INCHES SHALL BE AWWA C-900, LATEST EDITION. FOURTEEN (14) INCHES

THROUGH THIRTY-SEZ (36) INCHES SHALL BE AWWA C-905, LATEST EDITION.

2. DIP PIPE: FOUR (4) INCHES THROUGH FIFTY-FOUR (54) INCHES SHALL BE ANSI/AWWA A21.51/C151 WITH A MINIMUM WORKING

PRESSURE CLASS 150 PIPE.

ANY FITTING REQUIRED SHALL BE MECHANICAL JOINT DUCTILE IRON CONFORMING TO ANSI/AWWA A21.10/C110, 250 PSI MINIMUM PRESSURE RATING, OR DUCTILE IRON COMPACT FITTINGS IN ACCORDANCE WITH ANSI/AWWA A21.53/C153.

JOINTS FOR DUCTILE IRON PIPE SHALL BE PUSH-ON OR MECHANICAL JOINTS CONFORMING TO ANSI/AWW A21.11/C111. ABOVE GROUND JOINTS SHALL BE FLANGED WITH T5 CADMIUM PLATED BOLTS, NUTS AND WASHERS. FLANGED JOINTS SHALL

CONFORM TO ANSI STANDARD B 16.1-125 LB.

WHERE DUCTILE IRON PIPE AND FITTINGS ARE TO BE BELOW GROUND OR INSTALLED IN A CASING PIPE THE COATING SHALL

BE A MINIMUM 1.0 MIL THICK IN ACCORDANCE WITH ANSI/AWWA A21.51/C151.

ALL DUCTILE IRON PIPE AND FITTINGS SHALL HAVE AN INTERIOR PROTECTIVE LINING OF CEMENT-MORTAR WITH A SEAL COAT

OF ASPHALTIC MATERIAL IN ACCORDANCE WITH ANSI/AWWA A21.4/C104.

THE PIPE SHALL BE POLYETHYLENE ENCASE (8 MIL) WHERE SHOWN ON THE PLANS, IN ACCORDANCE WITH ANSWI/AWWA A21.51/C105.

3. VALVES SHALL BE RESILIENT WEDGE GATE VALVES.

4. VALVES SHALL BE LOCATED AT NOT MORE THAN FIVE-HUNDRED (500 FOOT INTERVALS IN COMMERCIAL, INDUSTRIAL AND HIGH DENSITY RESIDENTIAL AREAS AND AT NOT MORE THAN ONE-THOUSAND (1,000) FOOT INTERVALS IN ALL OTHER AREAS.

APPROPRIATE VALVING SHALL ALSO BE PROVIDED AT THE DOWNSTREAM SIDES OF TEES AND CROSSES AND BOTH SIDES OF DIRECTIONAL BORE OR JACK AND BORE. THIS SHALL INCLUDE ALL SIDES OF TEES AND CROSSES WITHIN LOOPED SYSTEMS, WHERE FLOW IS POTENTIALLY MULTIDIRECTIONAL.

RECLAIMED WATER MAIN NOTES

RECLAIMED WATER - TESTING:

1. RECLAIMED WATER LINE SHALL BE INSTALLED, CLEANED, FLUSHED, PIGGED AND CLEARED FOR SERVICE IN ACCORDANCE

WITH THE LATEST AWWA STANDARDS AND FDEP RULES AND REGULATIONS.

2. ALL RECLAIMED WATER DISTRIBUTION SYSTEMS SHALL BE FLUSHED CLEAN OF ALL DELETERIOUS MATERIAL PRIOR TO TESTING BY USE OF A SWAB (IE. "PIG"). SWAB SHALL BE SIZED LARGER THAN THE PIPE BEINGS SWABBED.

3. RECLAIMED WATER LINE SHALL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA-C600 (DUCTILE IRON PIPE) AND AWWA-C605/M23 (PVC PIPE) SPECIFICATIONS AT 150 PSI AND WITNESSED BY TOHO PERSONNEL. SCHEDULE TEST A MINIMUM OF 48 HOURS IN ADVANCE. NO LEAKAGE IS PERMITTED. TESTING SHALL BE VALVE TO VALVE, NO TESTING THROUGH VALVES

WILL BE ALLOWED.

RECLAIMED WATER - MATERIALS:

1. DIP PIPE: 4 INCHES THROUGH 54 INCHES SHALL BE ANSI/AWWA A21.51/C151 WITH A MINIMUM WORKING PRESSURE CLASS 150

PIPE.

A. ANY FITTINGS REQUIRED SHALL BE MECHANICAL JOINT DUCTILE IRON CONFORMING TO ANSI/AWWA A21.20/C110 OR C153, 250 PSI MINIMUM PRESSURE RATING.

B. JOINTS FOR DUCTILE IRON PIPE SHALL BE PUSH-ON OR MECHANICAL JOINTS CONFORMING TO ANSI/AWWA A21.11/C111.

ABOVE GROUND JOINTS SHALL BE FLANGED WITH T5 CADMIUM PLATED BOLTS, NUTS, AND WASHERS. FLANGED JOINTS

SHALL CONFORM TO ANSI STANDARDS B 16.1-125 LB.

C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL HAVE AN INTERIOR PROTECTIVE LINING OF CEMENT-MORTAR WITH A SEAL COAT OF ASPHALTIC MATERIAL IN ACCORDANCE WITH ANSI/AWWA A21.51/C151 STATED IN SPECIFICATION.

D. ALL DIP PIPE SHALL BE RESTRAINED PER PIPE RESTRAINT TABLE.

2. DUCTILE IRON PIPE AND FITTINGS WITHIN 10 FEET OF GAS MAINS SHALL HAVE AN 8-MIL POLYETHYLENE WRAP IN

ACCORDANCE WITH ANSI/ASTM D1248.

3. THE PIPE SHALL BE POLYETHYLENE ENCASED (8mil) WHERE SHOWN ON THE DRAWINGS, IN ACCORDANCE WITH ANSI/AWWA A21.51/C105.

FORCE MAIN NOTES

FORCE MAIN - MATERIALS:

1. ALL FORCE MAIN PIPES SHALL BE PVC, DR 18 PER AWWA STANDARD C905 UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

2. ALL FITTINGS SHALL BE MANUFACTURED OF DUCTILE IRON, CONFORMING TO ANSI/AWWA A21/C110.10. FITTINGS SHALL BE

PRESSURE RATED TO 250 PSI, MINIMUM.

3. INTERIOR LINING SHALL BE MINIMUM 40 MILS DRY FILM THICKNESS (60 MILS NOMINAL) OF CERAMIC EPOXY LINING, AS MANUFACTURED UNDER THE NAME OF "PROTECTO 401", OR APPROVED EQUAL. EXTERIOR COATING FOR BURIED PIPE AND FITTINGS SHALL BE 1.0 MIL THICK IN ACCORDANCE WITH ANSI/AWWA A21.51/C151. PAINT COLOR TO BE IN ACCORDANCE WITH

LOCAL UTILITY REQUIREMENTS.

4. MECHANICAL AND PUSH-ON JOINTS FOR DUCTILE IRON PIPE AND FITTINGS SHALL BE RUBBER GASKETED, CONFORMING TO ANSI/AWWA C111/A21.11. LUBRICANTS OTHER THAN THAT FURNISHED BY THE PIPE MANUFACTURER WITH THE PIPE SHALL

NOT BE USED.

FORCE MAIN NOTES (CONT'D)

FORCE MAIN - MATERIALS (CONT'D):

6. ALL FITTINGS SHALL BE RESTRAINED IN ACCORDANCE WITH DIPRA, "THRUST RESTRAINT DESIGNED FOR DUCTILE IRON PIPE". PIPE JOINTS SHALL BE RESTRAINED UPSTREAM AND DOWNSTREAM OF FITTINGS IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS OR THE TABLE SHOWN IN THE DRAWINGS, WHICHEVER IS GREATER. DUCTILE IRON RESTRAINED JOINTS SHALL BE AMERICAN FAST GRIP GASKET, FLEX-RING, FIELD FLEX RING, LOK-RING, US PIPE TR-FLEX, EBAA MEGALUG, OR EQUAL. PVC PIPE JOINTS SHALL BE RESTRAINED USING MECHANICAL DEVICES, UNI-FLANGE BLOCK BUSTER SERIES 1390 OR

ENGINEER APPROVED EQUAL.

7. INTERIOR LINING FOR VALVES 4 INCH AND LARGER SHALL BE MINIMUM 40 MILS DRY FILM THICKNESS (60 MILS NOMINAL) OF CERAMIC EPOXY LINING, AS MANUFACTURED UNDER THE NAME OF "PROTECTO 401", OR EQUAL. EXTERIOR COATING FOR BURIED VALVES SHALL BE RUST INHIBITING EPOXY PRIMER, FOLLOWED BY A COAL TAR EPOXY, TOTAL MINIMUM DRY FILM THICKNESS OF 16 MILS, APPLIED AT THE FACTORY.

EXTERIOR COATING OF EXPOSED VALVES SHALL BE FACTORY APPLIED RUST INHIBITING EPOXY PRIMER, MINIMUM 3 MILS DRY FILM THICKNESS. AFTER INSTALLATION, EXTERIOR SURFACE SHALL BE PAINTED WITH TWO COATES TNEMEC SERIES 2 TNEME-GLOSS, GLIDDEN LIFE MASTER PRO HIGH PERFORMANCE ACRYLIC NO. 6900 SERIES, OR EQUAL, AT 4 MILS MINIMUM DRY FILM THICKNESS PER COAT. PAINT COLOR TO BE IN

ACCORDANCE WITH LOCAL UTILITY REQUIREMENTS.

8. AIR RELEASE VALVES SHALL BE SELECTED FROM TOHO'S APPROVED LIST OF MATERIALS AND

MANUFACTURERS.

9. ALL BURIED VALVES SHALL BE PROVIDED WITH ADJUSTABLE VALVE BOXES APPROXIMATELY 5 INCHES IN DIAMETER WITH A MINIMUM THICKNESS OF 3/16 INCH CAST IRON. BOXES SHALL BE OF SUFFICIENT LENGTH TO OPERATE ALL VALVES BURIED IN THE GROUND, CONSISTING OF BASE, CENTER SECTION, AND TOP SECTION WITH COVER. VALVE BOXES LOCATED IN UNPAVED AREAS SHALL BE SLIP TYPE DESIGN TO PERMIT MOVEMENT OF THE TOP SECTION WITHOUT TRANSMITTING FORCES ONTO THE VALVE BODY.

VALVE BOXES CAST INTO CONCRETE OR ASPHALT SURFACING SHALL HAVE BRASS COVERS. ALL VALVE BOX COVERS SHALL BE INTERNALLY CHAINED TO VALVE BOXES WITH AN APPROXIMATELY 18 INCH

GALVANIZED CHAIN. VALVE BOX COVERS SHALL BE CAST WITH THE INSCRIPTION "SEWER".

10. PVC PIPE SHALL BE COLOR CODED GREEN (FORCE MAINS), WITH 2" LETTERING ("SEWER FORCE MAIN") ON

TWO SIDES OF THE PIPE IN AT LEAST THREE AREAS PER PIPE SECTION.

11. THRUST BLOCKS ARE NOT ALLOWED FOR TOHO MAINTAINED INFRASTRUCTURES UNLESS SPECIFIED IN THE

DRAWINGS.

NOTE:

1. CONTRACTOR SHALL REFERENCE WOODSIDE DRAINAGE IMPROVEMENTS PHASE 1 100% PLANS' DRAWINGS SHEET NUMBER 11 FOR POTENTIAL PETROLEUM CONTAMINATED SOIL AND ARSENIC CONTAMINATED SOIL.

= BURIED UTILITY TO BE REMOVED

= BURIED UTILITY TO BE GROUT FILLED AND ABANDONED IN PLACE

= PROPOSED WATER MAIN

= PROPOSED RECLAIMED WATER MAIN

EXISTING ASPHALT

ROAD WORK TO BE REPLACED

TRAFFIC STRIPING AND MARKING

LIMITS OF CONSTRUCTION

= PROPOSED FORCE MAIN

XING

= RESTRAINED EXISTING WATER MAIN

= RESTRAINED EXISTING RECLAIMED WATER MAIN

= RESTRAINED EXISTING FORCE MAIN

SOD RESTORATION

SIDEWALK RESTORATION

CURB AND GUTTER RESTORATION

JULY

EROSION CONTROL NOTES

1. SODDING OF DETENTION POND SIDE SLOPES SHOULD BE ACCOMPLISHED WITHIN 48 HOURS OF THE COMPLETION OF

GRADING TO MINIMIZE EROSION POTENTIAL.

2. CONTRACTOR IS RESPONSIBLE TO SUBMIT EROSION CONTROL PLAN TO THE COUNTY ENGINEER FOR APPROVAL PRIOR TO

THE SCHEDULING OF PRE-CONSTRUCTION CONFERENCE.

3. CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR ALL EROSION PROTECTION COSTS, INCLUDING ANY COSTS ASSOCIATED

WITH COMPLIANCE ISSUES AND ENFORCEMENT ACTIONS.

4. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO ENSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING PONDS AND WETLAND/CONSERVATION AREAS ON OUR OFF-SITE. SUCH MEASURES SHALL BE APPROVED BY THE PROJECT ENGINEER AND MAY INCLUDE, BUT NOT BE LIMITED TO, CONSTRUCTION OF TEMPORARY EROSION CONTROL STRUCTURES SUCH AS

SEDIMENT BASINS, SEDIMENT CHECKS, OR SILT BARRIERS.

5. A TWO FEET STRIP OF SOD SHALL BE PLACED BEHIND BACK OF CURB OR AS OTHERWISE DETAILED IN THE APPROPRIATE

SECTION. A TEMPORARY SOD STRIP OF 4' MINIMUM SHALL BE USED DURING CONSTRUCTION.

6. CONTRACTOR IS RESPONSIBLE FOR PREPARING AND ADHERING TO A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE TO THE REQUIREMENTS OF THE NPDES CONSTRUCTION GENERIC PERMIT (CGP). REFER TO PART

4 OF THE CGP, 62-621.300(4)(A), FOR ADDITIONAL INFORMATION.

7. ALL PERMANENT EROSION CONTROL MEASURES SHALL BE COMPLETED WITHIN 7 DAYS OF ANY AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE EITHER TEMPORARILY OR PERMANENTLY CEASED (PART 5.4). ALL TEMPORARY EROSION CONTROL SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE COMPLETED AND ESTABLISHED.

8. DISCHARGE OF GROUNDWATER FROM DEWATERING OPERATIONS REQUIRES APPROVAL FROM FDEP AND THE APPLICABLE WATER MANAGEMENT DISTRICT. THE CONTRACTOR SHALL OBTAIN AN FDEP GENERIC PERMIT FOR THE DISCHARGE OF GROUND WATER FROM DEWATERING OPERATIONS PURSUANT TO THE REQUIREMENTS OF 62-621.300(2)(A) AND 62-620 F.A.C.

AND FLORIDA STATUTES CHAPTER 403. DISCHARGES DIRECTED TO THE COUNTY'S MS4 REQUIRE AN OSCEOLA COUNTY RIGHT-OF-WAY UTILIZATION PERMIT FOR DEWATERING PRIOR TO THE START OF ANY DISCHARGES. TO OBTAIN RIGHT-OF-WAY APPROVAL, COPIES OF THE FEDP PERMIT, NOI, DOCUMENTATION SHOWING DEWATERING AT THE SITE IS NOT WITHIN 500 FT OF KNOWN CONTAMINATION, AND A DEWATERING PLAN SHALL BE SUBMITTED TO OSCEOLA COUNTY PUBLIC WORKS DEVELOPMENT ENGINEERING PERMITTING SECTION. ANALYTICAL SAMPLING OF GROUNDWATER MAY BE REQUESTED BY OSCEOLA COUNTY ON A CASE BY CASE BASIS TO CONFIRM SITE CONTAMINATION STATUS.

C :\P

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PHASE 2

413557

ISSUED

FOR BID

JUNE 2025

G-02

GENERAL

GENERAL NOTES

JNH

KTH

TOHO WATER AUTHORITY NOTES

GENERAL NOTES:

1. CONSTRUCT UTILITIES IN ACCORDANCE TO TOHO APPROVED PLANS AND SHOP DRAWINGS. ANY DEVIATION FROM THE

APPROVED PLANS SHALL BE APPROVED BY THE ENGINEER AND TOHO.

2. A PRECONSTRUCTION MEETING WITH THE TOHO’S STAFF IS REQUIRED PRIOR TO INITIATING CONSTRUCTION.

3. ALL REQUIRED PERMITS SHALL BE OBTAINED PRIOR TO INITIATING CONSTRUCTION.

4. A MINIMUM 12 FOOT WIDE ACCESS ROAD SHALL BE PROVIDED FOR ALL TOHO OWNED UTILITIES, WHICH ARE LOCATED OUTSIDE OF ROADWAYS. THE TOP 8" OF THE ACCESS ROAD SHALL BE STABILIZED TO A FLORIDA BEARING VALUE OF 75 PSI, AND COMPACTED TO 98% OF AASHTO T-180.

5. PIPE DEFLECTION CANNOT EXCEED 25% OF THE PIPE MANUFACTURER’S RECOMMENDATION.

6. REFERENCE TOHO’S STANDARDS, SPECIFICATIONS AND DETAILS, LATEST EDITION FOR ISSUES NOT SPECIFICALLY

ADDRESSED BELOW OR ON THE TOHO ACCEPTED CONSTRUCTION PLANS.

PERMITS, PLANS, SHOP DRAWINGS:

1. PERMITS OR LETTERS OF DETERMINATION FROM FDEP SHALL BE OBTAINED FOR THE SANITARY SEWER COLLECTION

SYSTEM AND WATER DISTRIBUTION SYSTEM PRIOR TO COMMENCEMENT OF CONSTRUCTION.

2. A MINIMUM OF ONE SET OF SHOP DRAWINGS SHALL BE SUBMITTED TO TOHO FOR REVIEW AND APPROVAL PRIOR TO

CONSTRUCTION.

3. INSTALLATION OF MATERIALS AND/OR STRUCTURES PRIOR TO SHOP DRAWING APPROVAL IS DONE AT THE CONTRACTOR’S

OWN RISK.

MAINTENANCE OF TRAFFIC (MOT) NOTES:

1. THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES IN

ACCORDANCE WITH THE LATEST EDITION TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (2009)" AND THE LATEST EDITION TO THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY DESIGN STANDARDS. ALL DEVICES SHALL

BE INCLUDED IN PRICE BID FOR MAINTENANCE OF TRAFFIC.

2. ACCESS FOR LOCAL TRAFFIC WITH DESTINATIONS WITHIN THE PROJECT LIMITS SHALL BE MAINTAINED. IF DURING CONSTRUCTION, ACCESS FOR LOCAL TRAFFIC IS CHANGED, THEN THE CONTRACTOR SHALL NOTIFY THE OWNER A MINIMUM

OF THREE WORKING DAYS IN ADVANCE.

3. ACCESS TO ALL DRIVEWAYS SHALL BE MAINTAINED. COMMERCIAL DRIVEWAY MAINTENANCE SHALL BE PROVIDED AS DIRECTED BY THE PROJECT ENGINEER AND OSCEOLA COUNTY. COST TO BE INCLUDED IN THE PRICE BID FOR

MAINTENANCE OF TRAFFIC.

4. CONTRACTOR SHALL SUBMIT A FLORIDA LICENSED PROFESSIONAL ENGINEERS SIGNED AND SEAL MAINTENANCE OF TRAFFIC PLAN TO OSCEOLA COUNTY, CITY OF KISSIMMEE PUBLIC WORKS AND/OR FDOT FOR APPROVAL AT LEAST TWO WEEKS PRIOR TO STARTING CONSTRUCTION. THE HOURS OF OPERATION FOR WORKS WITHIN THE OSCEOLA COUNTY RIGHT-OF-WAY ARE BASED ON LOCATION OF WORK, TRAFFIC COUNT, AND WILL BE CLARIFIED BY THE OSCEOLA COUNT

RIGHT-OF-WAY UTILIZATION PERMIT.

TION

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

Certificate No. 8132 Black & Veatch Corporation

4 5321

201 South Orange Avenue, Suite 500 Orlando, Florida 32801

ALL RECORD DRAWINGS SUBMITTED TO TOHO, AS PART OF THE PROJECT ACCEPTANCE SHALL COMPLY WITH THE

REQUIREMENTS:

1. EACH SHEET OF THE RECORD DRAWING SHALL BE SIGNED AND SEALED BY THE ENGINEER, THE COVER SHEET SHALL BE

SIGNED AND SEALED AND SHALL INCLUDE THE FOLLOWING CERTIFICATION STATEMENT

"i CERTIFY THAT THESE RECORD DRAWINGS HAVE BEEN REVIEWED BY ME OR BY INDIVIDUALS UNDER MY DIRECT SUPERVISION AND THAT THESE RECORD DRAWINGS INCORPORATE THE INFORMATION CONTAINED IN THE CERTIFIED AS-BUILT SURVEY PREPARED BY [SURVEY COMPANY NAME] DATED [DATE SIGNED AND SEALED], JOB NUMBER [SURVEY COMPANY JOB NUMBER]. TO THE BEST OF MY KNOWLEDGE AND BELIEF THESE RECORD DRAWINGS SUBSTANTIALLY REFLECT ALL WATER, THAT APPLIES, AS CONSTRUCTED. THE ACCURACY OF THESE RECORD DRAWINGS IS RELIANT ON THE

ACCURACY APPLIED BY THE SURVEYOR THAT PREPARED THE CERTIFIED AS-BUILT SURVEY."

2. THE ENTIRE WATER SYSTEMS SHALL BE SHOWN ON A SINGLE MASTER PLAN SHEET.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ONTO THE TOHO ACCEPTED PLANS

CONCURRENTLY WITH THE CONSTRUCTION PROGRESS IN THE FIELD.

4. THE 1/4 SECTION, TOWNSHIP AND RANGE OF THE BEGINNING POINT OF CONSTRUCTION SHALL BE DISPLAYED ON THE

LOWER RIGHT HAND CORNER OF THE COVER SHEET AS _1/4, S_, T_, R_.

5. THE RECORD DRAWINGS SUBMITTAL NUMBER SHALL BE DISPLAYED ON THE LOWER RIGHT-HAND CORNER OF THE COVER, AS "SUBMITTAL SET _".

6. ALL PRIVATELY MAINTAINED UTILITIES SHALL BE CLEARLY OUTLINED IN A SEPARATE PRIVATE UTILITIES STATEMENT ON EACH SHEET OF THE RECORD DRAWINGS. PRIVATE UTILITIES SHALL ALSO BE MARKED ON THE RECORD DRAWINGS AS

"PRIVATE".

7. RECORD DRAWINGS SHALL BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION.

8. RECORD DRAWINGS SHALL SHOW ACTUAL LOCATION AND ELEVATIONS OF WATER, FORCE MAIN AND REUSE MAIN PIPING, FITTINGS AND RELATED APPURTENANCES ASSET TABLE. ALL CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES AND APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT

SURFACE IMPROVEMENTS OR ANY STRUCTURE WITHIN 20 FEET OF THE INSTALL.

9. RECORD DRAWINGS SHALL SHOW ACTUAL INSTALLED PIPE MATERIAL, CLASS, NOMINAL SIZE, ETC. PRESSURE PIPE LOCATIONS AND ELEVATIONS SHALL BE SHOWN AT A MAXIMUM OF 100 FOOT INTERVALS WITH FINISHED GRADE ALSO SHOWN AT EACH LOCATION. SLEEVES AND CASING PIPES SHALL BE SHOWN INCLUDING LOCATIONS, ELEVATIONS, LENGTH, SIZE AND TYPE OF PIPE MATERIAL.

10. RECORD DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON THE ORIGINAL PLANS BUT CONSTRUCTED IN THE FIELD.

ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN.

11. LOCATION OF ALL MANHOLES, HYDRANTS, FITTINGS, VALVES, AND VALVE BOXES SHALL BE SHOWN AT ITS CORRECT

LOCATION ON RECORD DRAWINGS.

12. PLAN AND PROFILE ARE REQUIRED FOR ALL MAINS. RECORD DRAWINGS OF PLAN AND PROFILE DRAWINGS SHALL SHOW

ELEVATIONS OF ALL PIPING AT ALL CROSSINGS AND BORINGS.

13. RECORD DRAWINGS SHALL BE SUBMITTED WITH CHANGES CONFORMING TO ALL ITEMS IN THIS SECTION NOTED ON THE

ACCEPTED PLANS.

14. PLANS SIMPLY STAMPED RECORD DRAWINGS AND LACKING INFORMATION REQUESTED, SHALL BE RETURNED TO THE CONTRACTOR. THE PROJECT ACCEPTANCE CERTIFICATE SHALL NOT BE ISSUED UNTIL CORRECT RECORD DRAWINGS AND

ALL SUPPORTING INFORMATION HAVE BEEN SUBMITTED AND APPROVED.

15. RECORD DRAWINGS SHALL PROVIDE THE CONTRACTOR'S BUSINESS ADDRESS AND CONTACT INFORMATION THAT IS

CURRENT AT THE TIME OF SUBMIT.

JULY

022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS

022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS

© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS

© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS

TELR

TELRTELR

TELR

TCB

TRANS

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OEOTV

TRANS

SS(D

SS(D) SS(D) SS(D) SS(D)

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TELR

TELRTELR

TELR

TCB

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PHASE 2

413557

ISSUED

FOR BID

JUNE 2025

G-03

GENERAL

KEY MAP

JNH

KTH

N H

OAGLA

ND BLV

COMMERCE BLVD

O N

G B

KISSIMMEE GATEWAY

AIRPORT

TION

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

Certificate No. 8132 Black & Veatch Corporation

4 5321

201 South Orange Avenue, Suite 500 Orlando, Florida 32801

C-02 C-03 C -0

C-0

R B

KISSIMMEE TRAIL

JULY

AutoCAD SHX Text

RWM

AutoCAD SHX Text

RWM

0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00

EG EG EG

5° H

O R

C L

5° V

D C

" S

(B Y

5° V

D C

5° V

D C

5° V

D C

5° V

D C

209+00208+75208+50208+25208+00 209+25 209+50 209+75 210+00

H A

R V

" R

C P

5° V

D C

5°

N D

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5° V

D C

5° V

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HOAGLAND BOULEVARD

ASPH

ALT

ITC

2' CONC CURB

ASPHALT

70.0' RIGHT OF WAY

C .L.F

CONTROL POINT

SET NAIL & DISK

LB 966

EL.=80.33'

N 1442077.046 E 512798.017

CONTROL POINT

FND. NAIL & DISK

LB 966

EL.=80.25'

N 1441982.194 E 512722.819

SIDEWALK

SIDEWALK ECB

R/W

R/W R/W R/W R/W R/W

R/W

PARCEL 811 SD

R /W

R/W R/W R/W

R/W

R /W

STORM MANHOLE

TOP=79.68'

NE INV.=71.06

SE INV.=66.60

NW INV.=66.60

RPZ

BT(D) BT(D) BT(D) BT(D)

BT(D)

BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D)

BFOC(D)

BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)

BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)

W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D)

W (D

)BFOC(D)

BFOC(D)

BFOC(D) BFOC(D) BFOC(D) BFOC(D)

S(D

S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D)

S(D

OTV OTV OTV OTV OTV OTV OTV OTV OTV OTV OTV OTV

OFOC OFOC OFOC OFOC

W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D)

BFOC(D)

BFOC(D) BFOC(D) BFO

BFO

S(D

S(D) S(D)

S(D)

208+00 209+00

210+00

XING

STA 208+88.53

16" - GATE VALVE

109+00

110+00

STA 209+19.93 (OFF: 28'RT)

16" - 45° VERT BEND

N-1441970.36 E-512802.57

STA 209+24.71 (OFF: 28'RT)

16" - 45° VERT BEND

N-1441974.35 E-512805.48

STA 209+12.52 (OFF: 60'RT)

20" - 45° HORIZ BEND

N-1441943.15 E-512826.05

STA 209+03.26 (OFF:74'RT)

20" - 45° VERT BEND

N-1441928.45 E-512828.93

STA 209+10.25 (OFF: 64'RT)

20" - 45° VERT BEND

N-1441939.54 E-512826.80

STA 208+90.73 (OFF: 10'LT)

16" - 45° VERT BEND

N-1441970.77 E-512753.50

STA 208+95.20 (OFF: 10'LT)

16" - 45° VERT BEND

N-1441974.26 E-512756.20

STA 209+07.41 (OFF: 10'LT)

16" - 45° VERT BEND

N-1441983.80 E-512763.57

STA 209+11.88 (OFF: 10'LT)

16" - 45° VERT BEND

N-1441987.29 E-512766.27

STA 208+84.09 (OFF: 10'LT)

16"X8" - TEE

N-1441965.64 E-512749.42

STA 110+20.65 (OFF: 77'RT)

20" - 45° HORIZ BEND

N-1441924.53 E-512829.36

(ROTATED)

STA 110+19.33 (OFF: 77'RT)

EXIST 20" - TEE

N-1441915.86 E-512822.73

STA 0+90.20 (OFF: 29'RT)

16" - 45° VERT BEND

N-1441947.03 E-512785.56

STA 0+95.11 (OFF: 28'RT)

16" - 45° VERT BEND

N-1441950.99 E-512788.45

STA 209+08.90

AIR RELEASE VALVE

N 1441937.41 E 512827.22

TOHO-18

C-06

022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS

© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS

C H

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R C

O N

D W

G C

-0

ATC

LIN

E - STA 136+00

R C

O N

TIN

ATIO

SEE D

G C

-03

4'2'1' 02'

VERTICAL SCALE 1"=2'

40'20' 10' 20'0

HORIZONTAL SCALE 1"=20'

PROFILE GRADE LINE ℄

HOAGLAND BLVD

EXISTING 16" PVC WM

NOTE 3

INSTALL 16" DIP WM (SEE NOTE 1)

NOTE 2

72" STEEL PIPE (BY OTHERS)

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PHASE 2

413557

ISSUED

FOR BID

JUNE 2025

C-01

HOAGLAND BLVD

CIVIL

UTILITY RELOCATION

PLAN AND PROFILE

JNH

KTH

KEY PLAN

EXISTING RIGHT-OF-WAY (TYP)

EXISTING 8" RWM TO REMAIN

EXISTING

RIGHT-OF-WAY (TYP)

C-02 C-03 C -0

NOTES:

1. CONTRACTOR TO REMOVE EXISTING PIPES. AS NEED TO

ACCOMMODATE FOR PROPOSED STORM WATER IMPROVEMENTS

2. INSTALL 16" LINE STOP W/ APPROXIMATELY 46 LF OF 16" HDPE

BYPASS PIPING.

3. INSTALL 20" X 16" LINESTOP W/ APPROXIMATELY 80 LF OF 16" HDPE

BYPASS. CONTRACTOR TO REMOVE EXISTING PLUG AND CONNECT

BYPASS PIPE TO EXISTING PIPE. WITH 20" X 16" REDUCER.

EOLA

FDOT

8. 08.

ITION

36" MIN (TYP)

EXISTING 16" PVC RCWM

NOTE 6NOTE 7

APPROXIMATE STATION OF

ROAD RESTORATION 201+5.00

(SEE NOTE 5)

APPROXIMATE STATION OF

ROAD RESTORATION 216+5.00

(SEE NOTE 5)

TION

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

Certificate No. 8132 201 South Orange Avenue, Suite 500

Orlando, Florida 32801

Black & Veatch Corporation

INSTALL 16" DIP RWM (SEE NOTE 1)

36" MIN EXISTING 20" DIP FM

C-0

EXISTING 54" RCP

LIMITS OF CONSTRUCTION (TYP)

NOTE 8

SEE NOTE 11

NOTE 8

NOTE 9

ABANDONED 6" PVC

TO BE REMOVED

INSTALL 20" PVC DR18 FM

(SEE NOTE 1)

NOTE 8

NOTE

NOTE 8

3" ARV

2" BLOW OFF

ASSEMBLY

3" ARV

SAMPLE POINT

8" GATE VALVE

NOTE 12

CONNECT TO

EXISTING 8" RWM

SEE NOTE 11

CONTRACTOR TO REMOVE AND REINSTALL STOP SIGN.

CONTRACTOR TO REMOVE AND REINSTALL BOLLARD.

CONTRACTOR TO INSTALL THRUST COLLAR PER DETAIL ON C-0

ABANDONED 6" PVC FM TO BE REMOVED AT HOAGLAND

BOULEVARD AS NEEDED TO INSTALL STORMWATER PIPE.

CONTRACTOR SHALL CAP BOTH ENDS OF 6" FORCE MAIN TO

REMAIN.

CONTRACTOR TO INSTALL TEMPORARY WALKING TRAIL AND

REMOVE AFTER FORCEMAIN BYPASS IS REMOVED.

INSTALL 16" LINE STOP W/ APPROXIMATELY 80 LF OF 16" HDPE

BYPASS PIPING.

EXISTING ADA RAMP TO BE RESTORED TO ITS ORIGINAL COND

OR BETTER.

CONTRACTOR SHALL RESTORE 1,500 FT OF ROAD PER OSCE

COUNTY DETAIL ON SHEET C-07 AND ROAD MARKINGS PER

STANDARDS ON SHEET C-09.

10.

11.

.57

E 1

TRANS

ASPHALT

XXXXXXXXXXXXXXXXXXX

TCB

C.L.F.

X X

XXXXXXX

EXISTING LIFT

STATION #6

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

ASPHALT

DRAINAGE R/W

KISSIMMEE COMMERCE/INDUSTRIAL CENTER

P.B. 5, PGS. 107-108

SANITARY MANHOLE24" PVC W INV.=57.4824" DIP S INV.=57.3315" PVC E INV.=63.12

COLLECTION BOXTOP OF BOX=79.29

SANITARY MANHOLETOP EL.=79.28'15" PVC MANHOLECLEANOUT TOP=77.66

BE(D)

BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D)

BE(A) BE(A) BE(A) BE(A) BE(A) BE(A) BE(A)BT(D) BT(D) BT(D) BT(D) BT(D)

BT(D)

BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D)

S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D)

S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D)

SS(D) SS(D) SS(D) SS(D) SS(D) SS(D) SS(D) SS(D) SS(D) SS(D) SS(D) SS(D) SS(D)

S(D) S(D)

S(D ) S(D) S(D)

S(D

TEST HOLE #5

GROUND EL.=78.5'

30" OTHER (SANITARY)

TOP EL.=75.0'

BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)

C (D

O C

C (D

O C

S( D

S(D) S(D) S(

133+00 134+00 135+00

136+00

STA 133+43.61 (OFF: 17'LT)

30" FM - 45° HORIZ BEND

N-1440966.28 E-514926.51

STA 133+66.73 (OFF: 40'RT)

30" FM - 45° HORIZ BEND

N-1440943.01 E-514949.24

ATC

LIN

E - STA 136+00

R C

O N

TIN

ATIO

SEE D

G C

-03

022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS

© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS

C H

- S

R C

O N

D W

G C

-0

ATC

LIN

E - STA 136+00

R C

O N

TIN

ATIO

SEE D

G C

-03

132+50 132+75 133+00 133+25 133+50 133+75 134+00 134+25 134+50 134+75 135+00 135+25 135+50 135+75 136+00

INSTALL 293 LF OF 30" PVC DR18 FM

" F M

° H O

D C

" F M

° H O

D C

4'2'1' 02'

VERTICAL SCALE 1"=2'

40'20' 10' 20'0

HORIZONTAL SCALE 1"=20'

TION

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

Certificate No. 8132 201 South Orange Avenue, Suite 500

Orlando, Florida 32801

Black & Veatch Corporation

C :\P

W _W

O R

G \B

_2 \D

C -X

X_ U

P H

W G

7/ 2/

P M

PHASE 2

413557

ISSUED

FOR BID

JUNE 2025

C-02

KISSIMMEE TRAIL

CIVIL

30" FORCE MAIN

PIPE RESTRAIN

PLAN AND PROFILE

JNH

KTH

EXISTING FENCE LINE (TYP)

PROFILE GRADE LINE ℄ OF PVC

EXISTING 30" HDPE FM

(TO REMAIN)

EXISTING RIGHT-OF-WAY (TYP)

EXISTING 15" PVC SS

TO REMAIN

EXISTING FENCE LINE (TYP)

EXISTING 30" DIP FM

INSTALL 30" PVC DR18 FM

EXISTING BURIED

ELECTRICAL LINES

NOTES:

1. CONTRACTOR TO REMOVE EXISTING PIPES. 30" DIP FM AS

NEEDED TO INSTALL PROPOSED PIPE.

2. CONTRACTOR TO BYPASS EXISTING FORCE MAIN FROM

EXISTING LINE STOP WITH 110 LINEAR FEET OF 16" HDPE

PIPE TO THE EXISTING LS-6 WETWELL.

3. CONTRACTOR TO REMOVE EXISTING PLUG AND CONNECT TO

EXISTING PLUG VALVE.

C-0

C-02 C-03 C -0

LIMITS OF CONSTRUCTION (TYP)

" M

EXISTING 30" LINE STOP

(SEE NOTE 2)

EXISTING 30" X 16" TEE

EXISTING 30" PLUG VALVE

(NOTE 3)

3' M

NOTE 1

EXISTING FENCE TO BE

REMOVED AND REPLACED

EXISTING FENCE TO BE

REMOVED AND REPLACED

PROPOSED 16" ABOVE GROUND BYPASS

JULY

TO REMAIN

EDGE OF ROCK±

TOP OF BANK±

BLOCKS 17-30

WEST KISSIMMEE

P.B. A, PG. 12

TRANS

ASPHALT

X X

R/W

ASPHALT

KISSIMMEE COMMERCE/INDUSTRIAL CENTER

P.B. 5, PGS. 107-108

BE(D)

BE(A)

BT(D)

S(D) S(D)

SS(D)

136+00

137+00

138+00

C H

- S

R C

O N

D W

G C

-0

022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS

C H

- S

R C

O N

D W

G C

-0

ATC

LIN

E - STA 136+00

R C

O N

TIN

ATIO

SEE D

G C

-03

136+00 136+25 136+50 136+75 137+00 137+25 137+50 137+75 138+00 138+25 138+50 138+75 139+00 139+25 139+50 139+75 140+00 140+25 140+50 140+65

" F M

E C

" F M

° V

N D

C L

" F M

° V

N D

C L

INSTALL 425 LF OF 30" PVC DR18 FM

X X

XXXX C.L.F

ASPHALT

2' C

O N

C C

U R

DITCH±

EDGE OF ROCK±

TOP OF BANK±

TCB

POND±

LMSD SD

R/W

GRATE INLET

DS2 (SEE DETAIL SHEET 6)

TOP=79.86'

INV = 72.86

GRATE INLET DS3

(SEE DETAIL SHEET 6)

TOP=80.40'

RIP RAP

INV=71.85'

C P

84"RCP

R M

H O

M H

S W

N W

INV=71.76' INV=70.55'

TRANS

BE(D)

BE(A)

BT(D)

C (A

O C

C (A

O C

C (A

TRANS

S(D) S(D)

SS(D)

TEST HOLE #6

GROUND EL.=78.9'

30" DUCTILE IRON (SANITARY)

TOP EL.=73.9'

TEST HOLE #7

GROUND EL.=79.0'

30" DUCTILE IRON (SANITARY)

TOP EL.=73.8'

TEST HOLE #8

GROUND EL.=79.4'

30" OTHER (SANITARY)

TOP EL.=74.2'

C (D

O C

C (D

O C

C (D

O C

C (D

139+00

140+00

STA 140+57.51 (OFF: 112RT)

30" FM - 45° VERT BEND

N-1440941.51 E-515608.06

STA 140+66.96 (OFF: 112RT)

30" FM - 45° VERT BEND

N-1440941.50 E-515617.51

CPP

X X

2' C

O N

C C

U R

2' C

O N

C C

U R

TCB

R/W

R /W

84"R

R M

H O

M H

S W

N W

50" FIBER GLASS PIPE

G R

.9 4'

Y M

" P

ARV

TRANS

W (A

C (A

O C

C (A

O C

C (A

C( A)

O E

TRANS

S( D

S(D) S(D)

S(D)

S(D) S(D)

S(D)

SS(D)

C (D

O C

C (D

O C

C (D

140+00

STA 140+57.51 (OFF: 112RT)

30" FM - 45° VERT BEND

N-1440941.51 E-515608.06

STA 140+66.96 (OFF: 112RT)

30" FM - 45° VERT BEND

N-1440941.50 E-515617.51

4'2'1' 02'

VERTICAL SCALE 1"=2'

40'20' 10' 20'0

HORIZONTAL SCALE 1"=20'

TION

APPROVED:

DESIGNED:

DETAILED:

CHECKED:

DATE:

REVISIONS AND RECORD OF ISSUE

PROJECT NO.:

43211/20(SCALE BAR IS 4" AT FULL SCALE)

Certificate No. 8132 201 South Orange Avenue, Suite 500

Orlando, Florida 32801

Black & Veatch Corporation

C :\P

W _W

O R

G \B

_2 \D

C -X

X_ U

P H

W G

7/ 2/

P M

PHASE 2

413557

ISSUED

FOR BID

JUNE 2025

C-03

KISSIMMEE TRAIL

CIVIL

30" FORCE MAIN PIPE

RESTRAIN PLAN AND

PROFILE

JNH

KTH

EXISTING FENCE LINE (TYP)

PROFILE GRADE

LINE ℄ OF PVC

EXISTING RIGHT-OF-WAY (TYP)

EXISTING 15" PVC SS

TO REMAIN

EXISTING FENCE LINE (TYP)

EXISTING 30" DIP FM

INSTALL 30" PVC DR18 FM

EXISTING BURIED

ELECTRICAL LINES

NOTES:

1.…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jan 8, 2026.