ITB_CIP250753SE_22nd_Ave_Force_Main_Reroute_-_Exhibit_B_-_Plan_Set.pdf

City Engineer's Office

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA

DELAND 4

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

FT PIERCE

FT MYERS

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

FORT WALTON

BEACH

PENSACOLA

WEST PALM

BEACH

FLORIDA

TURNPIKE

PANAMA

CITY

LAKE

CITY

DAYTONA

BEACH

SARASOTA -

BRADENTON

BEE LINE

EXPRESSWAY

PROJECT LOCATION

OCALA, MARION COUNTY, FL

James D. Vidican

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

PREPARED BY

PROJECT LOCATION

(SE 20th AVE NORTH to SE 13th ST EAST to SE 22nd AVE NORTH)

N

CITY ENGINEER'S OFFICE

1805 NE 30th AVE, BLDG #600

OCALA, FLORIDA 34470

LOCAL UTILITIES

UTILITY COMPANY PHONE NUMBER EMERGENCY

OCALA PUBLIC WORKS (TRAFFIC) (352) 351-6733

OCALA ELECTRIC UTILITY (352) 351-6650 (352) 351-6666

(LEAVE MESSAGE)

OCALA WATER RESOURCES (352) 351-6772 (352) 351-6775

COX COMMUNICATIONS (888) 269-9693

CENTURYLINK (352) 368-8817

TECO GAS (352) 622-0112 (352) 622-0111

CONTRACT PLANS

INDEX

SHEET NO. SHEET DESCRIPTION

1 KEY SHEET

2 SIGNATURE SHEET

3-4 GENERAL NOTES & DETAIL LIST

5-15 PLAN & PROFILE VIEWS

6/12/2025 4:30:53 PM T:\_sd-ENG-Water-Resources\Projects\2022\22325 SE 22nd Ave Force Main Reroute\Plans\DWGs\22325KEY.dwg

ITB NO. 250753

HECTOR A. COLON, PE

P.E. LICENSE NUMBER 84007

CITY OF OCALA, FLORIDA

1805 NE 30TH AVENUE

OCALA, FLORIDA 34470

GOVERNING DOCUMENTS:

U.S. Department of Transportation, Manual on Uniform Traffic Control Devices (2009 Version with Revisions)

Florida Department of Transportation, Standard Plans for Road and Bridge Construction (FY 2023-2024 Version)

Florida Department of Transportation, Standard Specifications for Road and Bridge Construction (July 2022 Version)

Florida Department of Transportation, Manual of Uniform Minimum Standards for Design, Construction, & Maintenance of Streets & Highways "Florida Green Book" (2018 Version, Effective JuLY 20 2021)

City of Ocala, Land Development Code (FY 2021-2022 Version)

City of Ocala, Standard Specifications For Construction of Streets, Stormwater, Traffic, Water & Sewer Infrastructure (JANUARY 2022 Version)

PROJECT NO. 22325

PROJECT NAME: SE 22ND AVE FORCE MAIN REROUTE

SE 22nd AVENUE

FORCE MAIN REROUTE

1.E< S+EET

100% PLANS

FOR CONSTRUCTION

DATE: 1/21/2025

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

T:\_sd-ENG-Water-Resources\Projects\2022\22325 SE 22nd Ave Force Main Reroute\Plans\DWGs\22325KEY.dwgJames D. Vidican 6/12/2025 4:30:54 PM

HECTOR A. COLON, PE

P.E. LICENSE NUMBER 84007

CITY OF OCALA, FLORIDA

1805 NE 30TH AVENUE

OCALA, FLORIDA 34470

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.

CITY OF OCALA

CITY ENGINEER'S OFFICE

1805 NE 30TH AVE., BLDG. 300

OCALA, FL 34470

PLAN INDEX

KEY SHEET

SIGNATURE SHEET

GENERAL NOTES

GENERAL NOTES & DETAILS

PLAN & PROFILES

PREPARED BY

SHEET

NO.

PROJECT NO. 22325

PROJECT NAME: SE 22ND AVE FORCE MAIN REROUTE

2SI*NATURE S+EET

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STATE OF

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James D. Vidican

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

6/12/2025 4:30:54 PM T:\_sd-ENG-Water-Resources\Projects\2022\22325 SE 22nd Ave Force Main Reroute\Plans\DWGs\22325KEY.dwg

HECTOR A. COLON, PE

P.E. LICENSE NUMBER 84007

CITY OF OCALA, FLORIDA

1805 NE 30TH AVENUE

OCALA, FLORIDA 34470

GENERAL NOTES:

1. ALL CONSTRUCTIONS SHALL BE IN ACCORDANCE TO THE LATEST EDITION OF THE CITY OF OCALA'S "STANDARD SPECIFICATIONS FOR CONSTRUCTION OF

STREETS, STORMWATER, TRAFFIC, WATER & SEWER INFRASTRUCTURE".

2. ALL UNSUITABLE MATERIALS ENCOUNTERED SHALL BE DISPOSED OF AND REPLACED WITH APPROVED MATERIALS.

3. NEW MAINS TO BE INSTALLED AT 36" DEEP (MIN.) TO TOP OF PIPE EXCEPT WHERE VERTICAL ADJUSTMENTS ARE REQUIRED TO AVOID CONFLICTS. SEE ALSO

NOTES 14 AND 15 BELOW.

4. ALL UTILITIES SHOWN ON THESE PLANS HAVE BEEN PLOTTED FROM THE BEST AVAILABLE RECORDS. HOWEVER, IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THEIR LOCATIONS, SIZES, MATERIALS, AND CONDITIONS FROM THE UTILITY AGENCIES PRIOR TO CONSTRUCTION.

5. EXCAVATED MATERIALS SHALL BE LOADED ONTO DUMP TRUCKS DIRECTLY BEHIND THE EQUIPMENT AND HAULED OFF TO THE DESIGNATED SITE. TRAFFIC

CONTROL MEASURES SHALL BE PLACED ACCORDINGLY TO ACCOMMODATE THIS PROCESS.

6. INSTALL INLET PROTECTION DEVICES AT ALL INLETS TO MINIMIZE DEBRIS ENTERING THE STORM DRAIN SYSTEM. (AS APPROVED BY FDEP)

7. THE TRAFFIC CONTROL PLAN FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD); THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS (STANDARD INDEXES) INDEXES #102-600 THROUGH #102-660, LATEST EDITION; AND ANY REQUIREMENTS OF THE CITY OF OCALA THAT MEET OR EXCEED ANY OF THE ABOVE.

8. UNLESS OTHERWISE SPECIFIED ON THE PLANS, THE CONTRACTOR SHALL MAINTAIN TWO LANES OF TRAFFIC IN EACH DIRECTION FOR THE DURATION OF THE PROJECT. THE CONTRACTOR MAY, UPON APPROVAL OF THE ENGINEER IN CHARGE, RESTRICT TRAFFIC TO ONE-WAY OPERATION FOR SHORT PERIODS OF TIME PROVIDED THAT ADEQUATE MEANS OF TRAFFIC CONTROL ARE EFFECTED AND TRAFFIC IS NOT UNREASONABLY DELAYED.

9. CONTRACTOR TO REPAIR OR REPLACE ALL PAVEMENT MARKINGS, TRAFFIC LOOPS OR HOMERUNS THAT ARE DAMAGED DURING CONSTRUCTION.

10. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ACCEPTABLE ACCESS TO ALL BUSINESSES AND RESIDENCES ALONG THE PROJECT ROUTE WHENEVER CONSTRUCTION INTERFERES WITH THE EXISTING MEANS OF ACCESS. FLAGMEN SHALL BE USED WHEN NO ALTERNATE ACCESS IS POSSIBLE.

11. THE REQUIRED TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS SHALL BE ERECTED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION WHICH MAY CREATE ANY HAZARDOUS CONDITION. THE CONTRACTOR SHALL IMMEDIATELY REMOVE OR COVER ANY DEVICE WHICH DOES NOT

APPLY TO THE EXISTING CONDITIONS.

12. THE CONTRACTOR SHALL HAVE A STATE OF FLORIDA CERTIFIED MAINTENANCE OF TRAFFIC SUPERVISOR WITH THE RESPONSIBILITY OF MAINTAINING THE POSITIONING AND CONDITION OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS THROUGHOUT THE DURATION OF THE PROJECT. THE ENGINEER IN CHARGE SHALL BE KEPT ADVISED AS TO THE IDENTIFICATION AND MEANS OF CONTACTING THIS EMPLOYEE ON A 24-HOUR BASIS.

13. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.

14. THE CONTRACTOR SHALL BE NOISE SENSITIVE FOR NIGHT OPERATIONS.

15. CONTRACTOR TO PERFORM HYDROSTATIC TESTING OF NEW MAINS AND SERVICES.

16. NEW OR RELOCATED WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST 6 FEET AND PREFERABLY 10 FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING GRAVITY SEWER, SEWER FORCE MAIN, OR RECLAIMED WATER MAINS. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO 3 FEET WHERE BOTTOM OF THE WATER MAIN IS LAID AT LEAST 6 INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR NEW GRAVITY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 6 INCHES AND PREFERABLY 12 INCHES ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPE LINE. IT IS PREFERABLE TO INSTALL THE WATER MAIN ABOVE OTHER PIPE LINES.

17. AT THE UTILITY CROSSINGS, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE CROSSING PIPELINES, SO THAT WATER LINE JOINTS ARE AS FAR AS POSSIBLE FROM THE CROSSING PIPE. PIPE CROSSINGS SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST 3 FEET FROM JOINTS IN VACUUM-TYPE RECLAIMED WATER SEWER MAINS AND AT LEAST 6 FEET FROM ALL JOINTS IN GRAVITY SEWERS AND SEWER FORCE MAINS.

18. ACTUAL LOCATIONS AND SIZES OF UTILITIES MAY VARY FROM WHAT IS SHOWN. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION PRIOR TO CONSTRUCTION.

19. WATER METER SERVICES MAY BE REMOVED/ADDED BASED ON ACTUAL FIELD CONDITIONS.

20. TAPS MAY BE DELETED IF NEW MAIN CAN BE CONNECTED DIRECTLY TO OLD MAIN VIA PIPE-SLEEVES AND/OR EXISTING VALVES.

21. WHERE WATER METERS ARE TO BE RELOCATED, THE COST OF MATERIAL AND LABOR TO RELOCATE THE METER BOX TO THE NEW LOCATION SHALL BE CONSIDERED PART OF THE RELOCATION COST AND SHALL INCLUDE METER RELOCATIONS WITHIN 20' OF THE ORIGINAL LOCATION. FOR RELOCATIONS MORE THAN 20' FROM THE OLD LOCATION, THE COST OF LABOR AND MATERIAL SHALL BE INCLUDED IN THE COST PER FOOT FOR "EXTENDING CUSTOMER SERVICE TO

RELOCATED METER".

22. WHERE NON-STANDARD METER BOXES ARE FOUND, THE CONTRACTOR SHALL REPLACE THE EXISTING METER BOX WITH A STANDARD GULF BOX. UNIT PRICE

SHALL INCLUDE ALL MATERIALS NECESSARY TO REMOVE AND REPLACE THE METER BOX.

23. WHERE WATER MAINS/FORCE MAINS AND APPURTENANCES ARE TO BE ABANDONED, THE CONTRACTOR SHALL ABANDON THE SYSTEM AS FOLLOWS:

24. FORCE MAIN VALVES - REMOVE ALL VALVES ON ABANDONED FORCE MAINS WHERE MAINS CAN BE SHUT DOWN OR REDUCED TO A WORKABLE FLOW. FOR FORCE MAINS THAT CANNOT BE SHUT DOWN FOR VALVE REMOVAL, THEN THE CONTRACTOR SHALL CLOSE THE VALVE, REMOVE VALVE BOX, CUT AND CAP PIPES ON

DOWNSTREAM SIDE OF THE VALVE.

25. FORCE MAINS - REMOVE PIPE WHERE REQUIRED FOR CONSTRUCTION. WHERE PIPES ARE LEFT IN PLACE, CAP ALL EXPOSED PIPES. WHERE PIPES LEFT IN PLACE ARE CUT, BROKEN, OR DAMAGED, THE PIPE IS TO BE CUT AND PIPE ENDS TO BE CAPPED ACCORDINGLY. IF REQUIRED FOR PIPES IN FDOT

RIGHT-OF-WAY, THEN GROUT ALL ABANDONED PIPES AND FILL WITH FLOWABLE FILL.

ENVIRONMENTAL NOTES:

1. THE CITY OF OCALA OPERATES UNDER A FDEP NPDES 'GENERAL PERMIT' THAT REQUIRES THE CITY AND, IN TURN, ITS CONTRACTORS TO FOLLOW CERTAIN

ENVIRONMENTAL PRACTICES AND PROCEDURES TO PREVENT THE POLLUTION OF THE CITY'S GROUNDWATER AND STORMWATER SYSTEM.

2. ALL WATER COLLECTED AND PUMPED DURING TRENCH DEWATERING ACTIVITIES SHALL BE DISPOSED OF IN UPLAND AREAS INTO DISCHARGE LOCATIONS THAT SHALL BE A MINIMUM OF 75 FEET FROM THE NEAREST WATER BODY OR WETLAND AREA TO ALLOW FOR MAXIMUM OVERLAND FILTRATION OF SOIL PARTICLES.

3. STAKED SILT SCREEN, TURBIDITY BARRIERS OR OTHER PERIMETER CONTROL METHODS APPROVED BY FDEP SHALL BE UTILIZED AS SILT BARRIERS AND PLACED IN LOCATIONS SHOWN ON THE PLANS AND AT OTHER LOCATIONS AS REQUIRED TO KEEP SEDIMENT FROM REACHING PRIVATE PROPERTY. THESE BARRIERS SHALL BE INSTALLED BEFORE COMMENCING WITH ANY CONSTRUCTION WITHIN OR ADJACENT TO PRIVATE PROPERTY. THE CONTRACTOR SHALL MONITOR AND MAINTAIN ALL SILT BARRIERS AND FENCING INCLUDING DAILY INSPECTIONS TO CHECK THEIR INTEGRITY. ANY LOOSE OR DAMAGED SILT BARRIERS AND FENCING SHALL BE IMMEDIATELY REPAIRED OR REPLACED AS NECESSARY. ONCE CONSTRUCTION IS COMPLETED AND FINISHED GRADING AND STABILIZATION HAS BEEN ACHIEVED, SILT BARRIERS AND FENCING SHALL BE COMPLETELY REMOVED TO THE SATISFACTION OF THE ENGINEER AND BEFORE

FINAL ACCEPTANCE.

4. THE CONTRACTOR SHALL NOT REMOVE ANY TREES WITHOUT COORDINATING SUCH REMOVAL WITH THE ENGINEER. IF ANY TREES ARE REMOVED IN WETLAND JURISDICTIONAL, OR NATIVE VEGETATION AREAS WITHOUT PROPER AUTHORIZATION, CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A DETAILED RESTORATION AND/OR MITIGATION PLAN, SUBMITTING PLAN TO AND OBTAINING APPROVAL FROM FDEP, WATER MANAGEMENT DISTRICT, CITY, OWNER AND ENGINEER, AND COMPLETING ANY MONITORING AND MAINTENANCE REQUIREMENTS IMPOSED AS A RESULT OF TREE REMOVAL.

THE CONTRACTOR SHALL:

5. HANDLE, COLLECT, AND DISPOSE OF HAZARDOUS MATERIALS, SANITARY WASTE, AND CONSTRUCTION WASTE MATERIALS ACCORDING TO THE APPLICABLE STATE

LAWS AND REGULATIONS, CITY ORDINANCES, OR AS DIRECTED BY THE CITY.

6. DESIGNATE AN AREA FOR DISCHARGE OF SURPLUS CONCRETE AN CONCRETE TRUCK DRUM WASH WATER. INSTALL A CONTAINMENT BERM AROUND THIS DESIGNATED AREA TO PREVENT RUNOFF BEYOND THE DESIGNATED AREA. ALL SURPLUS CONCRETE SHALL BE REMOVED FROM THE PROJECT SITE PRIOR TO

FINAL INSPECTION.

7. STORE AND USE PETROLEUM AND OTHER HAZARDOUS PRODUCTS ACCORDING TO RECOMMENDED PROCEDURES.

8. FOLLOW GOOD HOUSEKEEPING PRACTICES TO MINIMIZE THE RISK OF SPILLS OR UNINTENDED EXPOSURE OF PETROLEUM AND OTHER HAZARDOUS MATERIALS

TO STORMWATER RUNOFF OR SEEPAGE INTO THE GROUNDWATER.

9. HAVE PRE-PREPARED PROCEDURES CLEARLY POSTED FOR SPILL CONTAINMENT AND CLEAN-UP.

10. HAVE READILY AVAILABLE REMEDIATION MATERIALS FOR SPILL CONTAINMENT AND CLEAN-UP.

11. UPON RELEASE, IMMEDIATELY INITIATE RECOMMENDED METHODS FOR SPILL CONTAINMENT AND CLEAN-UP.

12. WITHIN 24-HOURS OF THE SPILL/RELEASE, NOTIFY THE 'STATE WARNING POINT' (AT 1.800.320.0519 OR 1.850.413.9911) OF ALL RELEASES EQUAL TO OR

EXCEEDING THE REPORTABLE QUANTITY.

EROSION CONTROL NOTES:

1. THE CONTRACTOR SHALL PREVENT THE DISCHARGE OF SEDIMENT DUE TO CONSTRUCTION OPERATIONS. ALL NEW AND EXISTING DRAIN PIPES AND STRUCTURES

SHALL BE FLUSHED CLEAN PRIOR TO FINAL PAYMENT.

2. ALL STORM SEWER INLETS SHALL BE PROTECTED SO THAT SEDIMENT LADEN WATER WILL NOT ENTER THE STORM SYSTEM WITHOUT FIRST BEING FILTERED.

3. ALL DISTURBED AREAS ARE TO BE SODDED. ALL STABILIZATION PRACTICES SHALL BE PERFORMED AS SOON AS PRACTICAL AT LOCATIONS WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL GROUND COVER IS ACHIEVED AND, IN THE OPINION OF THE ENGINEER, PROVIDES ADEQUATE COVER AND IS MATURE ENOUGH TO CONTROL SOIL EROSION

SATISFACTORILY, TO SURVIVE ADVERSE WEATHER CONDITIONS.

4. STAKED SILT FENCE SHALL BE PLACED IN ACCORDANCE WITH CITY OF OCALA SPECIFICATIONS.

5. THE CONTRACTOR WILL PROVIDE LITTER CONTROL AND COLLECTION WITHIN THE PROJECT BOUNDARIES DURING CONSTRUCTION ACTIVITIES. ALL FERTILIZERS, HYDROCARBON, OR OTHER CHEMICAL CONTAINERS SHALL BE DISPOSED OF BY THE CONTRACTOR ACCORDING TO EPA'S STANDARD PRACTICES AS DETAILED BY

THE MANUFACTURER.

6. LOADED HAUL TRUCKS SHALL BE COVERED WITH TARPAULIN. EXCESS DIRT ON THE ROAD SHALL BE REMOVED DAILY. AREAS WITHIN THE LIMITS OF

CONSTRUCTION SHALL BE DAMPENED WITH WATER AS REQUIRED FOR DUST CONTROL.

7. THE CONTRACTOR WILL ADHERE TO ALL STATE AND LOCAL REGULATIONS.

8. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIRS OF EROSION AND SEDIMENT CONTROL DEVICES, AND REMOVAL OF EROSION AND SEDIMENT CONTROL DEVICES AFTER THE NOTICE OF TERMINATION. MAINTENANCE AND REPAIR REQUIRED FOR THE CONTROL AND ABATEMENT OF EROSION AND

WATER POLLUTION SHALL BE INCLUDED IN THE PROJECT COST.

9. TOXIC SUBSTANCES SHALL BE DISPOSED OF BY THE CONTRACTOR ACCORDING TO THE EPA'S STANDARD PRACTICES.

10. THE FOLLOWING PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS:

A. ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER.

B. IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT.

C. ALL POLLUTION CONTROLS SHALL BE MAINTAINED AT ALL TIMES.

D. BUILT UP SEDIMENT WILL BE REMOVED FROM STAKED SILT FENCE WHEN IT HAS REACHED ONE-HALF THE HEIGHT OF THE SILT FENCE.

11. POLLUTION CONTROL MEASURES SHALL BE INSPECTED DAILY. WRITTEN DOCUMENTATION OF INSPECTIONS SHALL BE WRITTEN EVERY SEVEN CALENDAR DAYS

AND WITHIN 24 HOURS OF A RAIN EVENT OF 0.5 INCHES OR GREATER.

12. THE CONTRACTOR WILL PROVIDE THE CITY OF OCALA WITH AN EROSION CONTROL PLAN THAT WILL INCLUDE SPILL REPORTING AND RESPONSE. IF

CONTAMINATED SOIL OR GROUNDWATER IS ENCOUNTERED, CONTACT THE PROJECT ENGINEER.

SHEET

NO.

PROJECT NO. 22325

PROJECT NAME: SE 22ND AVE FORCE MAIN REROUTE

3*ENERAL NOTES

James D. Vidican

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

6/12/2025 4:30:54 PM T:\_sd-ENG-Water-Resources\Projects\2022\22325 SE 22nd Ave Force Main Reroute\Plans\DWGs\22325KEY.dwg

IMPORTANT NOTE TO CONTRACTOR:

THE CONTRACTOR SHALL FIELD-VERIFY ALL EXISTING UTILITIES IN THE PROJECT AREA AND OTHER UTILITIES WHICH MAY BE AFFECTED BY THE PROPOSED CONSTRUCTION ACTIVITIES. THE CITY OF OCALA WILL MAKE AVAILABLE TO THE CONTRACTOR AWARDED THE PROJECT ALL RELEVANT UTILITY INFORMATION IN THE AREA WITHIN ITS POSSESSION.

ALL PAVEMENT MARKINGS, RPM's, AND TRAFFIC SIGNAL LOOPS AFFECTED BY THE PROJECT SHALL BE REPLACED

IN THE EVENT THAT THE EXISTING PAVEMENT STRUCTURE IS GREATER THAN THE TYPICAL DETAIL LISTED IN THE PLAN SET ,THE CONTRACTOR SHALL CONSTRUCT THE NEW PAVEMENT STRUCTURE TO MEET THE MINIMUM QUALITY THAT IS THERE..

CARE IN COMPACTION WILL BE NECESSARY WHEN REBUILDING ANY PAVEMENT.

ANY DIRECTIONAL BORE OVER 6' DEEP TO BE APPROVED BY THE ENGINEER OF RECORD.

HECTOR A. COLON, PE

P.E. LICENSE NUMBER 84007

CITY OF OCALA, FLORIDA

1805 NE 30TH AVENUE

OCALA, FLORIDA 34470

FDOT NOTES:

1. ALL CONSTRUCTION WITHIN THE FDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST FDOT DESIGN STANDARDS, AND THE

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE UTILITY ACCOMMODATION (UAM).

2. RESTORE AND RE-SOD ALL DISTURBED AREAS WITH ARGENTINE BAHIA IN ACCORDANCE WITH THE FDOT STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL MAINTAIN THAT PORTION OF THE RIGHT-OF-WAY AFFECTED BY THE PERMIT UNTIL VEGETATION IS ESTABLISHED.

PERFORM ALL WORK NECESSARY, INCLUDING WATERING AND FERTILIZING, TO SUSTAIN AN ESTABLISHED TURF UNTIL FINAL ACCEPTANCE, AT NO ADDITIONAL EXPENSE TO FDOT OR THE CITY OF OCALA. PROVIDE FILLING, LEVELING, AND REPAIRING OF ANY WASHED OR ERODED AREAS, AS MAY BE NECESSARY.

3. AT SUCH LOCATIONS WHERE FDOT SIGNS, REFLECTORS, OR OTHER STRUCTURES WILL INTERFERE WITH PROPOSED CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE LOCAL MAINTENANCE OFFICE OR PROJECT ENGINEER 48 HOURS PRIOR TO CONSTRUCTION. ALL ITEMS THAT REQUIRE RELOCATION OR REPLACEMENT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. IF THE WORK IS WITHIN 500' OF THE TRAFFIC SIGNAL CONTRACTOR SHALL CONTACT THE CITY OF OCALA PUBLIC WORKS DEPT. - TRAFFIC OPERATIONS (352) 351-6733

4. THE CONTRACTOR IS RESPONSIBLE FOR MOWING, AT NO ADDITIONAL EXPENSE TO FDOT OR THE CITY OF OCALA, ANY AREA WITHIN PUBLIC RIGHT-OF-WAYS WHERE THE PERMITTED WORK OR WHERE UTILITY LOCATE FLAGS PLACED FOR PERMITTED WORK CREATES A HINDRANCE FOR OR INTERFERES WITH MAINTENANCE ENTITY'S REGULAR MOWING OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MOWING UNTIL ALL SUCH HINDRANCES ARE REMOVED SO THAT REGULAR MAINTENANCE ENTITY MOWING CAN BE RESUMED. THE CONTRACTOR SHALL MEET THE MOWING REQUIREMENTS ESTABLISHED BY THE DEPARTMENT'S MAINTENANCE RATING PROGRAM (MRP). CONTACT THE LOCAL FDOT

MAINTENANCE OFFICE FOR DETAILS (352.732.1338)

5. ALL UTILITY LOCATE FLAGS SHALL BE REMOVED BY THE CONTRACTOR WHEN THEY ARE NO LONGER NEEDED.

6. REVIEW AND COMPLY WITH THE "SPECIAL PROVISIONS" AND OTHER ATTACHMENTS TO THE FDOT PERMIT FOR THIS PROJECT.

7. CALL "FLORIDA SUNSHINE ONE-CALL" FOR UTILITY LOCATION SERVICES AT LEAST 2 BUSINESS DAYS PRIOR TO CONSTRUCTION (1-800-432-4770).

8. MAINTENANCE OF TRAFFIC (MOT) PLAN & TRAFFIC CONTROL THROUGHOUT THE WORK ZONE SHALL BE PER THE FDOT STANDARD INDEX

102- 600 SERIES.

9. COORDINATE ALL UTILITY CLEARANCES WITH THE OWNER OF SUCH UTILITIES PRIOR TO CONSTRUCTION COMMENCEMENT.

10. CONTRACTOR SHALL CONDUCT A SIDEWALK SURVEY TO DETERMINE THE EXISTING CONDITION OF AFFECTED SIDEWALKS AND SUBMIT SAID SURVEY TO FDOT AND THE CITY OF OCALA's ENGINEER OF RECORD PRIOR TO CONSTRUCTION.

11. CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS AFFECTED BY PROPOSED CONSTRUCTION ACTIVITIES IN ADVANCE OF SUCH

OPERATIONS IN ACCORDANCE WITH FDOT NOTIFICATION REQUIREMENTS.

12. A PRE-CONSTRUCTION CONFERENCE SHALL BE CONDUCTED BY THE CITY OF OCALA WITH THE CONTRACTOR, FDOT PERSONNEL AND

MARION COUNTY PERSONNEL.

13. WHERE PAVEMENT HAS TO BE REMOVED, REPLACE PAVEMENT IN ACCORDANCE WITH FDOT INDEX 125-001 TO PROPERLY ABANDON THE FORCE MAIN. PAVEMENT IN FDOT RIGHT-OF-WAY SHALL BE REPLACED TO FDOT STANDARDS IN ACCORDANCE WITH PERMIT REQUIREMENTS.

RE-STRIPE PAVEMENT AND RE-INSTALL RPM'S AS REQUIRED.

SHEET

NO.

PROJECT NO. 22325

PROJECT NAME: SE 22ND AVE FORCE MAIN REROUTE

4*ENERAL NOTES

CITY OF OCALA STANDARD DETAILS REQUIRED:

1. TYPICAL UTILITY LOCATIONS IN 50' ROW #G-2

2. RESTRAINED JOINT SYSTEM #G-11

3. VALVE BOX INSTALLATION #G-14

4. LOCATING WIRE SYSTEM #G-15A THRU G-15G

5. TRENCH EXCAVATION #G-16

6. TRENCH BACKFILL #G-18

7. TRENCH WIDTH PAVEMENT REPLACEMENT #G-20

8. SAWCUT AND MATCH EXISTING PAVEMENT #G-21

9. TYPICAL SILT FENCT #G-25

10. PROJECT CONSTRUCTION SIGN #G-31A

11. CONSTRUCTION SIGN FRAME #G-31B

12. SEWER SYSTEM LEGEND #SS-1

13. AIR RELEASE VALVE ASSEMBLY #SS-17

14. TYPICAL SEWER ASBUILT DRAWING #SS-22

15. WATER SYSTEM LEGEND #W-1

16. SEPARATION OF WATER MAINS #W-2

17. WATER MAIN BYPASS #W-29

SURVEY & MAPPING NOTES:.

1. BACKGROUND ELEMENTS SHOWN HEREON REPRESENTING THE CONDITION OF EXISTING IMPROVEMENTS AND SURFACE FEATURES LYING WITHIN AND IN NEAR PROXIMITY TO THE PROJECT AREA DEPICTED IN THESE PLANS IS THE RESULT OF SURVEY ACTIVITIES PERFORMED BY THE SURVEY DIVISION OF THE CITY OF OCALA ENGINEERING DEPARTMENT, PURSUANT TO WORK ORDER 19-005084 (CONDUCTED IN THE FIELD BETWEEN MAY 13 AND JULY 12, 2019, AS DOCUMENTED IN FIELD BOOK 608, PAGES 57 THROUGH 79, INCLUSIVE, AND FIELD BOOK 610, PAGES 01 THROUGH 29, INCLUSIVE) AND PURSUANT TO WORK ORDER 22-015428 (CONDUCTED IN THE FIELD BETWEEN NOVEMBER 22, 2022, AND JANUARY 18, 2023, AS DOCUMENTED IN FIELD BOOK 632, PAGES 43 THROUGH 66, INCLUSIVE).

2. COORDINATES OF CONTROL POINTS SHOWN HEREON (FROM WHICH THE HORIZONTAL LOCATION OF THE SURVEY DATA REPRESENTED HEREON WAS DETERMINED) ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM (WEST ZONE), NORTH AMERICAN DATUM (NAD) OF 1983 (2011 ADJUSTMENT) AS DETERMINED DURING THE EXECUTION OF THE SURVEY ACTIVITIES DESCRIBED IN NOTE 1.

3. ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988, AS DETERMINED VIA A COMBINATION OF DIFFERENTIAL AND TRIGONOMETRIC LEVELING TECHNIQUES BETWEEN SOURCE BENCHMARK “N 427” (PERMANENT IDENTIFIER “AB5170”), ELEVATION 114.62 FEET, AS PUBLISHED BY THE NATIONAL GEODETIC SURVEY AND SOURCE BENCHMARK “102A”, ELEVATION 110.44 FEET, AS PUBLISHED BY THE SURVEY DIVISION OF THE CITY OF OCALA ENGINEERING DEPARTMENT.

4. THE PROJECT AREA DEPICTED IN THESE PLANS APPEARS TO LIE WITHIN ZONE X (AREAS OF MINIMAL FLOOD HAZARD) ACCORDING TO FLOOD INSURANCE RATE MAP (FIRM) NO. 12083C0536D, COMMUNITY 120330, PANEL 0536, SUFFIX D, EFFECTIVE DATE: AUGUST 28, 2008.

5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, TO ENSURE ALL EXISTING SURVEY

MARKERS ARE LOCATED, CLEARLY MARKED AND PROTECTED BY THE CONTRACTOR'S SURVEYOR.

6. ANY SURVEY MARKER, INCLUDING BUT NOT LIMITED TO PUBLIC LAND SURVEY SECTION CORNER MARKERS, BENCHMARKS, PROPERTY CORNER MARKERS, ETC., WHICH ARE DISTURBED DURING CONSTRUCTION, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE PRIOR TO FINAL

PAYMENT.

7. ADDITIONALLY, SURVEY STAKES MARKING THE LOCATION OF MARKERS, PROPERTY LINES, RIGHT-OF-WAY LINES, OR ANY OTHER POINT, PLACED FOR CONSTRUCTION AND SUBSEQUENTLY DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AS NEEDED AT

THE RESPONSIBILITY OF THE CONTRACTOR.

8. THE RE-SETTING OF MONUMENTS AND MARKERS SHALL BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR LICENSED TO PRACTICE IN

THE STATE OF FLORIDA AND SHOWN AS RE-SET ON AS-BUILT PLANS.

9. THE RE-SETTING OF MONUMENTS AND MARKERS SHALL BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR LICENSED TO PRACTICE IN

THE STATE OF FLORIDA AND SHOWN AS RE-SET ON AS-BUILT PLANS.

DATUM '88 C.O.0. SURVEY CP #1 (SHT #5) ELEV=119.56 CIRC - CITY OF OCALA CONT POINT LOCATED IN ASPHALT ON NE CORNER OF SE 20th AVE & SE 16th LANE N=1759419.188 E=620572.212 CP #2 (SHT #7) ELEV=124.84 SET NL & DISK - CITY OF OCALA CONT POINT LOCATED IN ASPHALT ON SE CORNER OF SE 20th AVE & SE 13th ST N=1760111.753 E=620576.223 CP #3 (SHT #8) ELEV=115.153 CIRC - CITY OF OCALA CONTROL POINT LOCATED IN GRASS 8' NORTH OF EDGE OF PAVEMENT. N=1760123.3973 E=621067.9250

WATER

S D

S A N

S A N

WATER

WATER

WATER

WATER

WATER

WATER

existing 20" fm existing 12" stubout existing stm mh rim = 113.12' n inv = 108.49' (18" rcp) e inv = 108.30' w inv = 108.40'

S E

6t h

LA

N E co nc d/ w

24" co nc d/ w as ph d /w co nc d/ w as ph d

/w co nc he ad w al l co nc d/ w co nc d/ w co nc d/ w

8' S S

8' S S

CP #1

20" 20"

38" 36" exist conc headwall

AVOID CONFLICT

24"

R/W

R/W

R/W

R/W

R

/WR

/W p/ l p/ l p/ l p/ l

1925 SE 17th ST

1925 SE 17th ST

1616 SE 20th AVE 1540 SE 20th AVE

1530 SE 20th AVE

2009 SE 16th LN 2010 SE 15th LN

6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM

8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS san mh #290 san mh #2910+00 1+00 2+00 3+00 4+00 5+00

AVOID CONFLICT WITH

exist san services

STA: 0+73.77

OFF: 16.69 LT

N = 1758760.688 E = 620553.965

BEGIN DIRECTIONAL BORE #1

REMOVE & REPLACE

(MISSILE BORE)

WATER METERS/SERVICES

AS REQ'D (3 PLACES THIS SHT)

SE 20th AVE san c/o san c/o

DIRECTIONAL BORE #1

±935 LF OF 12" FUSIBLE PVC FORCEMAIN

(±509 LF THIS SHT)

STA: 2+35.52

OFF: 15.65 LT

INSTALL ARV

(SEE DET #SS-17)

CONNECT NEW 12" FM TO

EXISTING STUBOUT

INSTALL:

(2) 12"x45° MJ DIP FITTINGS

S E

7t h

S

TR

E E T

(S R

4) exist 6" w/l exist 2" w/l

SAN

SA

N

SA

N

City Engineer's Office

4' M

IN

C

OV

E R san mh #290 rim = 113.01' n inv. = 106.48' (8" clay) w inv. = 106.38' (8" clay) rim = 122.67' nw inv. = 118.80' (6" service) e inv. = 113.54' (8" clay) s inv. = 107.11' (8" clay) n inv. = 107.11' (8" clay) san mh #291 exist c/l of road

206 LF of 8"

VCP

384 LF of 8"

VCP

INSTALL ARV

DIRECTIONAL BORE

12" FUSIBLE PVC FORCE MAIN

exist forcemain stubout

CONNECT NEW FORCEMAIN TO

EXISTING STUBOUT

0+00 1+00 2+00 3+00 4+00 5+00

M

AT

C H

LI

N E S

TA

5+

.7

James D. Vidican

PROPOSE' PLAN

PROFILE

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

6/12/2025 4:31:57 PM T:\_sd-ENG-Water-Resources\Projects\2022\22325 SE 22nd Ave Force Main Reroute\Plans\DWGs\22325001.dwg

CITY OF OCALA, FLORIDA

1805 NE 30TH AVENUE

OCALA, FLORIDA 34470

N

1" = 40'

PROJECT NO. 22325

PROJECT NAME: SE 22ND AVE FORCE MAIN REROUTE

VERT SCALE: 1" = 5'

S A N

WATER

WATER

WATER

WATER

WATER

S A N

WATER

WATER

WATER

S E

5t h

LA

N E

S E

4t h

LA

N E

6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM8'' S S

8'' S S

8'' S S co nc d/ w as ph d/ w

8' S S

8' S S

8' S S co nc d/ w as ph d/ w as ph d/ w as ph d/ w as ph d/ w as ph d/ w as ph d/ w as ph d/ w as ph d/ w

24"

36"

6" 6" 6" 6"

28" 28"

19" 18"

32"

32" 24"

20"

18"

18" 20"

19"

12"

1430 SE 20th AVE 1420 SE 20th AVE 1410 SE 20th AVE 1344 SE 20th AVE

1332 SE 20th AVE

2009 SE 15th LN 2010 SE 14th LN 2011 SE 14th LN

6'' WM

8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS san mh #292 san mh #293

6+00 7+00 8+00 9+00 10+00 11+00

REMOVE & REPLACE

(MISSILE BORE)

WATER METERS/SERVICES

AS REQ'D (5 PLACES THIS SHT)

R/W

R/W R/W

R/W

SE 20th AVE

DIRECTIONAL BORE #1 ±935 LF OF

12" FUSIBLE PVC FORCEMAIN

(±426 LF THIS SHT)

STA: 10+09.12

OFF: 23.29 LT

· END DIRECTIONAL BORE #1

· INSTALL 12" PLUG VALVE

· BEGIN DIRECTIONAL BORE #2

DIRECTIONAL BORE #2 ±413 LF OF

12" FUSIBLE PVC FORCEMAIN

(±158 LF THIS SHT)

SA

N exist 6" w/l

City Engineer's Office san mh #293 rim = 119.39' e inv. = 110.36' (8" clay) s inv. = 108.25' (8" clay) n inv. = 108.25' (8" clay) san mh #292 rim = 119.83' n inv. = 116.00' (8" clay) n inv. = 109.39' (drop) e inv. = 109.39' (8" clay) s inv. = 109.39' (8" clay) exist c/l of road

4' M

IN

C

OV

E R

380 LF of 8"

VCP

325 LF o f 8" VCP

DIRECTIONAL BORE

12" FUSIBLE PVC FORCE MAIN

6+00 7+00 8+00 9+00 10+00 11+00

M

AT

C H

LI

N E S

TA

5+

.7

James D. Vidican

PROPOSE' PLAN

PROFILE

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

6/12/2025 4:32:42 PM T:\_sd-ENG-Water-Resources\Projects\2022\22325 SE 22nd Ave Force Main Reroute\Plans\DWGs\22325001.dwg

CITY OF OCALA, FLORIDA

1805 NE 30TH AVENUE

OCALA, FLORIDA 34470

N

1" = 40'

PROJECT NO. 22325

PROJECT NAME: SE 22ND AVE FORCE MAIN REROUTE

M

AT

C H

LI

N E S

TA

.6

WATER

A N

NPW

WATER

WATER

6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM

6'' WM

CP #2

co nc d/ w as ph d/ w co nc d/ w

32" 30"

20"

19"

19"

36"

38"

24"

1322 SE 20th AVE 1922 SE 13th ST

2008 SE 13th ST

S E

0t h

AV

E

6'' W M

6'' W M

6'' W M

8'' SS8'' SS8'' SS8'' SS

san mh #294

12+00 13+00 14+00

REMOVE & REPLACE

(MISSILE BORE)

WATER METER/SERVICE

AS REQ'D

STA: 14+38.76

OFF: 0.00

N = 1760125.469 E = 620561.808

SE 20th AVE

S E

3t h

S T

DIRECTIONAL BORE #2 ±413 LF OF

12" FUSIBLE PVC FORCEMAIN

(±258 LF THIS SHT)

STA: 14+25.75

OFF: 20.51 LT

· END DIRECTIONAL BORE #2

· INSTALL ARV (SEE DET #SS-17)

· INSTALL 45°, 11.25°, & 45° MJ DIP FITTINGS

· BEGIN DIRECTIONAL BORE #3

existing 12" reuse main (depth unknown) existing tel/riser

DIRECTIONAL BORE #3 ±182 LF OF

12" FUSIBLE PVC FORCEMAIN

(±62 LF THIS SHT)exist 6" w/l

City Engineer's Office rim = 123.61' w inv. = 118.47' (8" clay) s inv. = 118.47' (8" clay) san mh #294

PV - (1)

exist c/l of road

4' M

IN

C

OV

E R

325 LF o f 8" VCP

DIRECTIONAL BORE

12" FUSIBLE PVC FORCE MAIN

12+00 13+00 14+00

James D. Vidican

PROPOSE' PLAN

PROFILE

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

6/12/2025 4:33:36 PM T:\_sd-ENG-Water-Resources\Projects\2022\22325 SE 22nd Ave Force Main Reroute\Plans\DWGs\22325001.dwg

CITY OF OCALA, FLORIDA

1805 NE 30TH AVENUE

OCALA, FLORIDA 34470

N

1" = 40'

PROJECT NO. 22325

PROJECT NAME: SE 22ND AVE FORCE MAIN REROUTE

MATCHLINE STA. - 14+80.70

M

AT

C H

LI

N E S

TA

.6

WA

TE

R

SAN

WA

TE

R

WA

TE

R

SAN

WA

TE

R

WA

TE

R

WA

TE

R

SAN

CP #3

asph. d/w conc. d/w conc. d/w asph. d/w conc. d/w asph. d/w conc. d/w conc. d/w asph. d/w asph. d/w asph. d/w asph. d/w conc. d/w

8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS

8"

4" 18" 12"

10"

12"

6" 4"

4"8"48" 20"

12"12" 24"

18" 8"12"

1229 SE 20th AVE 2019 SE 13th ST 2033 SE 13th ST 2107 SE 13th ST 2115 SE 13th ST

2008 SE 13th ST 2020 SE 13th ST 2034 SE 13th ST 2110 SE 13th ST

2120 SE 13th ST

6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM 6'' WM

6'' WM

6'' WM

8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS

15+00

16+00 17+00 18+00 19+00 20+00

N = 1760125.469 E = 620561.808

SE 13th ST

DIRECTIONAL BORE #3 ±182 LF OF

12" FUSIBLE PVC FORCEMAIN

(±120 LF THIS SHT)

DIRECTIONAL BORE #4 ±540 LF OF

12" FUSIBLE PVC FORCEMAIN

(±466 LF THIS SHT)

STA: 15+98.88

OFF: 21.84 LT

· END DIRECTIONAL BORE #4

· INSTALL 11.25° MJ DIP FITTING

· BEGIN DIRECTIONAL BORE #5

existing 12" reuse main (depth unknown)

REMOVE & REPLACE

WATER METER/SERVICE

AS REQ'D

(2) PLACES THIS SHT

exist 6" w/l exist c/l of road

4' M

IN

C

OV

E R san mh #235 rim = 124.20' e inv. = 119.01' (8" clay) n inv. = 118.92' (6" service) san mh #234 rim = 119.42' w inv. = 113.66' (8" clay) e inv. = 113.45' (8" clay) san mh #233 rim = 114.33' w inv. = 110.50' (8" clay) e inv. = 110.50' (8" clay)

260 LF of 8" VCP

274 LF of 8" VCP

DIRECTIONAL BORE

12" FUSIBLE PVC FORCE MAIN

15+00 16+00 17+00 18+00 19+00 20+00

James D. Vidican

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

6/12/2025 4:34:19 PM T:\_sd-ENG-Water-Resources\Projects\2022\22325 SE 22nd Ave Force Main Reroute\Plans\DWGs\22325001.dwg

CITY OF OCALA, FLORIDA

1805 NE 30TH AVENUE

OCALA, FLORIDA 34470

PROJECT NO. 22325

PROJECT NAME: SE 22ND AVE FORCE MAIN REROUTE

M

AT

C H

LI

N E S

TA

.7

M

AT

C H

LI

N E S

TA

.1 4N

1"

0'

VERT SCALE: 1" = 5'

PROPOSE' PLAN

PROFILE

8'' SS

8'' SS

8'' SS

8'' S S

8'' S S

8'' S S

8'' S S

WATER

WATER

NPW

asph. d/w asph. d/w asph. d/w asph. d/w conc. d/w

6"

20"

30"

8"

16" 12" 6"

18"

2132 SE 13th ST 2134 SE 13th ST

2131 SE 13th ST

6'' WM

8'' SS

8'' SS

8'' SS

8'' SS

8'' SS

8'' SS

8'' SS

8'' SS

8'' SS

8'' SS

SE 13th STREET

6' W M

6' W M

6' W M

6'' WM

6'' WM

6'' WM

6'' WM

6'' WM

6'' WM

6'' WM

6'' WM

6'' WM

R

CP

6' W M

S E

3t h

S T

1244 SE 22nd AVE

6'' WM

sa n m h

R/W

R/W

R/W

R/W

S E

2n d

AV

E

21+00

22+00

23+00

24+00

+0

SE 13th STREET

R/W

R/W

STA: 24+59.63

OFF: 0.00

N = 1760054.480 E = 621577.825

70'

DIRECTIONAL BORE #5 ±222 LF OF

12" FUSIBLE PVC FORCEMAIN

STA: 23+65.93

OFF: 22.50 RT

· END DIRECTIONAL BORE #5

· INSTALL 22.5° & 11.25° MJ DIP FITTING

· BEGIN DIRECTIONAL BORE #6

STA: 21+42.44

OFF: 19.84 RT

· END DIRECTIONAL BORE #4

· INSTALL 12" PLUG VALVE

· INSTALL 11.25° MJ DIP FITTING

· BEGIN DIRECTIONAL BORE #5

STA: 25+13.80

OFF: 19.06 LT

· END DIRECTIONAL BORE #6

· INSTALL 45° & 11.25° MJ DIP FITTING

· BEGIN DIRECTIONAL BORE #7

DIRECTIONAL BORE #6 ±135 LF OF

12" FUSIBLE PVC FORCEMAIN

DIRECTIONAL BORE #7

±940 LF OF

12" FUSIBLE PVC

FORCEMAIN

(±88 LF THIS SHT)

DIRECTIONAL BORE #4 ±540 LF OF

12" FUSIBLE PVC FORCEMAIN

(±74 LF THIS SHT)

EXISTING 12" FORCEMAIN

(ABANDON IN PLACE)

existing 12" reuse main (depth unknown)

REMOVE & REPLACE

WATER METER/SERVICE

AS REQ'D

SA

N exist 6" w/l exist 6" w/lexist 16" w/l rim = 114.41' n inv. = 107.95' (8" clay) e inv. = 107.91' (8" clay) w inv = 107.92' (8" clay) exist c/l of road

4' M

IN

C

OV

E R san mh #232

389 LF of 8" VCP 301 LF of 8" VCP exist 6" wm

DIRECTIONAL BORE

12" FUSIBLE PVC FORCE MAIN

21+00 22+00 23+00 24+00 25+00 26+00

James D. Vidican

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

6/12/2025 4:35:02 PM T:\_sd-ENG-Water-Resources\Projects\2022\22325 SE 22nd Ave Force Main Reroute\Plans\DWGs\22325001.dwg

CITY OF OCALA, FLORIDA

1805 NE 30TH AVENUE

OCALA, FLORIDA 34470

PROJECT NO. 22325

PROJECT NAME: SE 22ND AVE FORCE MAIN REROUTE

M

AT

C H

LI

N E S

TA

.1 4 N

1"

0'

MATCHLINE STA. - 25+97.87

VERT SCALE: 1" = 5'

PROPOSE' PLAN

PROFILE

8'' S

8'' S S

8'' S S

8'' S S

8'' S S

8'' SS

8'' SS

8'' SS

8'' SS

8'' SS

S E

2t h

S

TR

E E T

6'' WM

6'' WM

6'' WM

1243 SE 22nd AVE

1133 SE 22nd AVE

1134 SE 22nd AVE1234 SE 22nd AVE1222 SE 22nd AVE1234 SE 22nd AVE conc d/w san mh #240

R/W R/W

R/W

R

/WR

/W

50'

SE 22nd AVE

26+00 27+00 28+00 29+00 30+00 31+00

R/W

1215 SE 22nd AVE san mh #236

DIRECTIONAL BORE #7

±940 LF OF

12" FUSIBLE PVC

FORCEMAIN

(±584 LF THIS SHT)

EXISTING 12" FORCEMAIN

(ABANDON IN PLACE)

City Engineer's Office rim = 113.53' s inv. = 109.35' (8" clay) w inv. = 109.45' (6" clay) exist c/l of road

4' M

IN

C

OV

E R san mh #236

301 LF of 8" VCP exist 6" wm exist grav sewer crossingDIRECTIONAL BORE

12" FUSIBLE PVC FORCE MAIN

26+00 27+00 28+00 29+00 30+00 31+00

M

AT

C H

LI

N E S

TA

.9

James D. Vidican

PROPOSE' PLAN

PROFILE

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

6/12/2025 4:35:47 PM T:\_sd-ENG-Water-Resources\Projects\2022\22325 SE 22nd Ave Force Main Reroute\Plans\DWGs\22325001.dwg

CITY OF OCALA, FLORIDA

1805 NE 30TH AVENUE

OCALA, FLORIDA 34470

N

1" = 40'

PROJECT NO. 22325

PROJECT NAME: SE 22ND AVE FORCE MAIN REROUTE

M

AT

C H

LI

N E S

TA

.8

VERT SCALE: 1" = 5'

AutoCAD SHX Text

CONCRETE

ASPHALT

8' S S

8' S S

8' S S

8' S S

8' S S

S E

1t h

S

TR

E E T th s t

50'

1111 SE 22nd AVE 833 SE 22nd AVE

2153 SE 11th ST1112 SE 22nd AVE

R/W

R/W

R /W

R /W san mh #243

SE 22nd AVE

32+00 33+00 34+00 35+00 36+00 37+00

R/W

R/W

DIRECTIONAL BORE #7

±940 LF OF

12" FUSIBLE PVC

FORCEMAIN

(±270 LF THIS SHT)

DIRECTIONAL BORE #8

±900 LF OF

12" FUSIBLE PVC

FORCEMAIN

(±314 LF THIS SHT)

SAN

STA: 34+51.84

OFF: 18.26 RT

· END DIRECTIONAL BORE #7

· INSTALL 12" PLUG VALVE

· BEGIN DIRECTIONAL BORE #8

City Engineer's Office exist c/l of road

4' M

IN

C

OV

E R exist grav sewer crossing approx inv = 111.00

DIRECTIONAL BORE

12" FUSIBLE PVC FORCE MAIN

32+00 33+00 34+00 35+00 36+00 37+00

M

AT

C H

LI

N E S

TA

.7

James D. Vidican

PROPOSE' PLAN

PROFILE

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

6/12/2025 4:36:31 PM T:\_sd-ENG-Water-Resources\Projects\2022\22325 SE 22nd Ave Force Main Reroute\Plans\DWGs\22325001.dwg

CITY OF OCALA, FLORIDA

1805 NE 30TH AVENUE

OCALA, FLORIDA 34470

N

1" = 40'

PROJECT NO. 22325

PROJECT NAME: SE 22ND AVE FORCE MAIN REROUTE

M

AT

C H

LI

N E S

TA

.9

8'' S S

8'' S S

8'' S S

8'' S S

OHE

OHE

OHE

OHE OHE

OHE OHE

OH

E

S E th S

TR

E E T

813 SE 22nd AVE 735 SE 22nd AVE

715 SE 22nd AVE

714 SE 22nd AVE736 SE 22nd AVE812 SE 22nd AVE

6'' SS

6'' SS

6'' SS

6'' SS

6'' SS

6' ' S

S

R/W

R/W R/W

R/W

R /W

R/W

R /W

R /W

50' san mh #252

38+00 39+00 40+00 41+00 42+00 43+00

DIRECTIONAL BORE #8

±900 LF OF

12" FUSIBLE PVC

FORCEMAIN

(±586 LF THIS SHT) exist 6" w/l

City Engineer's Office exist c/l of road

DIRECTIONAL BORE

12" FUSIBLE PVC FORCE MAIN

exist grav sewer crossing approx inv = 118.00

38+00 39+00 40+00 41+00 42+00 43+00

M

AT

C H

LI

N E S

TA

.5

James D. Vidican

35O3O6E' 3/$N 35O),/E

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

6/12/2025 4:48:59 PM T:\_sd-ENG-Water-Resources\Projects\2022\22325 SE 22nd Ave Force Main Reroute\Plans\DWGs\22325001.dwg

CITY OF OCALA, FLORIDA

1805 NE 30TH AVENUE

OCALA, FLORIDA 34470

N

1" = 40'

PROJECT NO. 22325

PROJECT NAME: SE 22ND AVE FORCE MAIN REROUTE

M

AT

C H

LI

N E S

TA

.7

8'' S S

8'' S S

8'' S S

8'' S S

OHE

OHE

OHE

OHE

OHE

OHE

OHE

S E th S

TR

E E T

(E

AS

TB

OU

N D

S E th S

TR

E E T

6' W M

6' W M

6' W M

6' W M

6' W M

S E th S

TR

E E T

(W E S

TB

OU

N D

535 SE 22nd AVE

514 SE 22nd AVE536 SE 22nd AVE san mh #228 san mh #254

R/W

R/W

R /W

R /W

100'

R /W

R /W

R /W

R /W

R/W

R/W R/W

R/W

50'

50'

SE 22nd AVE

44+00 45+00 46+00 47+00 48+00 49+00

511 SE 22nd AVE

STA: 43+51.72

OFF: 18.54 RT

· END DIRECTIONAL BORE #8

· INSTALL (2) 45° MJ DIP FITTINGS

· INSTALL ±14 LF of 12" PVC

· INSTALL 12" PLUG VALVE

· BEGIN DIRECTIONAL BORE #9

DIRECTIONAL BORE #9

±620 LF OF

12" FUSIBLE PVC

FORCEMAIN

(±572 LF THIS SHT)

CONNECT NEW FORCEMAIN TO

EXISTING ARV VAULT

RENEW EXISTING ARV ASSEMBLY

(SEE DET #SS-16A & SS-16B)

exist gas

AVOID POSSIBLE CONFLICT WITH

EXISTING GRAVITY SEWER

exist 6" w/l possible u/g tel

SAN

City Engineer's Office

EXISTING VAULT TO

REMAIN IN PLACE

exist c/l of road exist grav sewer crossing approx inv = 123.00

DIRECTIONAL BORE

12" FUSIBLE PVC FORCE MAIN

exist gas line

44+00 45+00 46+00 47+00 48+00 49+00

M

AT

C H

LI

N E S

TA

.4

James D. Vidican

PROPOSE' PLAN

PROFILE

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

6/12/2025 4:37:56 PM T:\_sd-ENG-Water-Resources\Projects\2022\22325 SE 22nd Ave Force Main Reroute\Plans\DWGs\22325001.dwg

CITY OF OCALA, FLORIDA

1805 NE 30TH AVENUE

OCALA, FLORIDA 34470

N

1" = 40'

PROJECT NO. 22325

PROJECT NAME: SE 22ND AVE FORCE MAIN REROUTE

M

AT

C H

LI

N E S

TA

.5

8' S S

8' S S

8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS

OHE

OHE

OHE

OHEOHE

OHE

OHE

2152 SE 3rd ST san mh #226 san mh #265

R /W

R /W

R/W

R/W

R /W

R/W

CP #2

50+00 51+00 52+00 53+00 54+00 55+00

415 SE 22nd AVE

416 SE 22nd AVE

402 SE 22nd AVE 320 SE 22nd AVE

327 SE 22nd AVE

303 SE 22nd AVE

R/W exist san service

DIRECTIONAL BORE #10

±1018 LF OF

12" FUSIBLE PVC FORCEMAIN

(±540 LF THIS SHT)

exist ug/t

STA: 49+79

OFF: 28.56 RT

INSTALL 12" PLUG VALVE

DIRECTIONAL BORE #9

±620 LF OF

12" FUSIBLE PVC

FORCEMAIN

(±48 LF THIS SHT)

SAN

City Engineer's Office rim = 131.75' w inv. = 127.50' (8" clay) san mh #226 rim = 120.33' s inv. = 116.03' (8" clay) n inv. = 116.03' (8" clay) se inv. = 116.53' (8"pvc) san mh #265 exist c/l of road

394 LF of 8" VCP

350 LF of 8" VCP exist grav sewer crossing approx inv = 121.48

DIRECTIONAL BORE

12" FUSIBLE PVC FORCE MAIN

4' M

IN

C

OV

E R

50+00 51+00 52+00 53+00 54+00 55+00

M

AT

C H

LI

N E S

TA

.1

James D. Vidican

PROPOSE' PLAN

PROFILE

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

6/12/2025 4:38:43 PM T:\_sd-ENG-Water-Resources\Projects\2022\22325 SE 22nd Ave Force Main Reroute\Plans\DWGs\22325001.dwg

CITY OF OCALA, FLORIDA

1805 NE 30TH AVENUE

OCALA, FLORIDA 34470

N

1" = 40'

PROJECT NO. 22325

PROJECT NAME: SE 22ND AVE FORCE MAIN REROUTE

M

AT

C H

LI

N E S

TA

.4

8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS

8'' SS 8'' SS 8'' SS 8'' SS

8'' SS

OHE

OHE

S E rd S

TR

E E T

OHE

OHE

OHE

OHE

OHE

8'' W

M

8'' W M

2' W M

2' W M

2' W M

6'' WM

R C P

E F

OR

T K

IN

G S

TR

E E T

209 SE 22nd AVE

117 SE 22nd AVE

110 SE 22nd AVE210 SE 22nd AVE 120 SE 22nd AVE

50'

R/W

R/W R/W

R/W

R /W

R /W

R /W

REMOVE & REPLACE ASPH ROAD

AND PAV'T MARKINGS AS REQ'D

STA: 59+91 (±5 LF)

OFF: 23.74' RT (±5')

· INSTALL 12" PLUG VALVE

· INSTALL 45° MJ DIP FITTING

· CONNECT NEW 12" FM TO EXISTING 12" FM

san mh #786 san mh #263 san mh #3468

SE 22nd AVE

56+00 57+00 58+00 59+00 60+00 60+98

2145 SE 3rd ST san mh #265

DIRECTIONAL BORE #10

±1018 LF OF

12" FUSIBLE PVC

FORCEMAIN

(±478 LF THIS SHT)

SAN

City Engineer's Office rim = 112.61' ses inv. = 107.57' (8" pvc) n inv. = 105.30' (8" clay) san mh #263 rim = 112.92' sse inv. = 105.54' (8" clay) n inv. = 105.30' (8" clay) san mh #3468 rim = 113.01' s inv. = 105.17' (8" clay) e inv. = 105.04' (8" clay) w inv. = 104.81 (8" clay) san mh #786 exist c/l of road

350 LF of 8" VCP

350 LF of 8" VCP

42 LF of 8" VCP

DIRECTIONAL BORE

12" FUSIBLE PVC FORCE MAIN

rim = 115.27' s inv. = 111.13' (8" clay) n inv. = 111.14' (8" pvc) san mh #264

4' M

IN

C

OV

E R exist 18" storm

56+00 57+00 58+00 59+00 60+00 61+00

James D. Vidican

PROPOSE' PLAN

PROFILE

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

6/12/2025 4:39:23 PM T:\_sd-ENG-Water-Resources\Projects\2022\22325 SE 22nd Ave Force Main Reroute\Plans\DWGs\22325001.dwg

CITY OF OCALA, FLORIDA

1805 NE 30TH AVENUE

OCALA, FLORIDA 34470

N

1" = 40'

PROJECT NO. 22325

PROJECT NAME: SE 22ND AVE FORCE MAIN REROUTE

M

AT

C H

LI

N E S

TA

.1