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C00.00

LOCATION MAP

CITY OF OCALA, FLORIDA

OCTOBER 2025

MAJOR SITE PLAN FOR

NORTH

DRAWING INDE;

SHEET TITLE

SECTION 40, TOWNSHIP 15 SOUTH, RANGE 22 EAST

PRO-ECT

LOCATION

STATEMENT OF MAINTENANCE:

I HERE%Y CERTIFY THAT I, MY SUCCESSORS AND

ASSIGNS SHALL PERPETUALLY MAINTAIN THE

IMPRO9EMENTS AS SHOWN ON THIS PLAN.

BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB

WITH THE CITY OF OCALA DATE

LAND USE DE9ELOPMENT DATA

PARCEL ID NUM%ERS: 30338-000-00

PRESENT =ONING: G-U �GO9ERNMENTAL USE�

FUTURE LAND USE: PU%LIC

GENERAL CHARACTER OF DE9ELOPMENT THE GENERAL CHARACTER OF THIS DE9ELOPMENT SHALL %E

TO CONSTRUCT AN E;TERNAL STORAGE AREA ALONG WITH

ALL RE4UIRED IMPRO9EMENTS SHOWN HEREON.

PARCEL AREA: 3.32 ACRES

PRO-ECT AREA: 0.4� ACRES

ADDITIONAL IMPER9IOUS AREA: 0.17 ACRES

WATER

POTA%LE WATER WILL %E PRO9IDED %Y CITY OF OCALA.

SEWER

WASTEWATER WILL %E PRO9IDED %Y CITY OF OCALA.

GAR%AGE

SOLID WASTE PICKUP WILL %E PRO9IDED %Y CITY OF OCALA.

FEMA DESIGNATION

%ASED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY

S FLOOD INSURANCE RATE MAP �FIRM�, COMMUNITY

PANEL NO. 12083C0517E, EFFECTI9E DATE OF APRIL 1�, 2017. THE PROPERTY DESCRI%ED HEREON LIES WITHIN

FLOOD =ONE �;.�

ROADWAYS, DRAINAGE, AND COMMON AREAS

THE OWNER SHALL PRO9IDE PERPETUAL MAINTENANCE FOR THE STREETS, DRAINAGE SYSTEM AND COMMON

AREAS OF THE PRO-ECT.

EASEMENTS

ALL EASEMENTS ARE DESIGNATED ON THE PLANS.

%ASIS OF %EARING

THE FIELD MEASURED %EARINGS DEPICTED HEREON ARE %ASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM �WEST =ONE� NAD-83, �1��0 AD-USTMENT�, %ASED ON THE N.G.S. CONTROL POINTS 36�0 GPS 1 9 074.

9ERTICAL DATUM

THE 9ERTICAL DATUM ESTA%LISHED FOR THIS SUR9EY WAS %ASED ON N.G.S. CONTROL POINT �% 581�, PU%LISHED

ELE9ATION 120.23

, NA9D-88.

PERMITS

THIS PRO-ECT WILL RE4UIRE PERMITS AND�OR APPRO9ALS FROM:

- CITY OF OCALA

- ST -OHN

S RI9ER WATER MANAGEMENT DISTRICT

ADDITIONAL NOTES

- TOPOGRAPHIC AND OTHER DATA IS %ASED ON A SUR9EY %Y PREECE LAND SUR9EYING, INC. DATED

SEPTEM%ER 12, 2025. TOPOGRAPHY SHALL %E 9ERIFIED PRIOR TO CONSTRUCTION.

- ALL STREETS TO %E PRI9ATE FOR GO9ERNMENT USE.

- NO CHANGE TO THE WORK AS SHOWN ON THE APPRO9ED PLANS SHALL %E MADE WITHOUT NOTIFICATION TO

AND APPRO9AL %Y THE PRO-ECT ENGINEER AND THE OFFICE OF THE CITY ENGINEER.

- ALL LIGHTING SHALL %E SHIELDED TO NOT CAST GLARE ONTO AD-ACENT PROPERTY.

- NO SITE WORK SHALL %E CONDUCTED PRIOR TO O%TAINING A SITE PERMIT FROM THE CITY. CALL THE CITY GROWTH MANAGEMENT DEPARTMENT # 352.62�.8421 TO SCHEDULE THE PRE-CONSTRUCTION MEETING WHICH MUST %E HELD %EFORE INSTALLING ANY RE4UIRED EROSION CONTROLS OR O%TAINING ANY SITE PERMITS.

LDR 102-312, 122-217 �3� �CC�, 118-53 �G�

- OWNER WILL MAINTAIN STORM SYSTEM PER LDR 102-31�. ALL STORM WATER MANAGEMENT SYSTEMS SHALL %E COMPLETED PRIOR TO THE CONSTRUCTION OF IMPER9IOUS AREAS. LDR102-312, 122-217 �3��CC�.

- ALL AREAS DISTUR%ED %Y THE CONSTRUCTION OF THIS PRO-ECT WHICH ARE NOT OTHERWISE PA9ED SHALL %E IMMEDIATELY SODDED FOLLOWING FINAL GRADING. ALLOW FOR THICKNESS OF SOD WITH A 2-INCH UNDERCUT. SOD SHALL %E ARGENTINE %AHIA, AND SHALL %E REGULARLY WATERED %Y THE CONTRACTOR

THROUGHOUT THE CONSTRUCTION DURATION.

GENERAL NOTES

LEGAL DESCRIPTION

SCALE: 1� 2,000

FIRE STATION 07

APPARATUS STORAGE

C00.00 - CO9ER

C01.00 - GENERAL NOTES

C01.01 - O9ERALL SITE PLAN

C02.00 - E;ISTING CONDITIONS DEMOLITION

C03.00 - HORI=ONTAL GEOMETRY

C04.00 - PA9ING, GRADING, AND DRAINAGE PLAN

C05.00 - UTILITIES PLAN

C06.00 - EROSION CONTROL PLAN

C06.01 - EROSION CONTROL DETAILS

C07.00 - CONSTRUCTION DETAILS

C08.00 - UTILITIES DETAILS

PRO-ECT

AREA

%UILDING ARCHITECT:

MONARCH DESIGN GROUP, LLC

%ARNETT CHENAULT

112 SW 6TH STREET

GAINES9ILLE, FL 32601

�352� 378-4400

OWNER�APPLICANT:

OCALA FIRE RESCUE

505 NW MLK -R. A9E.

OCALA, FL, 34475

�352� 62�-8306

GEOTECHNICAL CONSULTANT:

GEO-TECH, INC.

1016 SE 3RD A9E.

OCALA, FL 34471

�352� 6�4-7711

CI9IL ENGINEERING CONSULTANT:

KIMLEY-HORN AND ASSOCIATES, INC.

1700 SE. 17TH STREET, SUITE 200

OCALA, FLORIDA 34471

�352� 438-3000

SUR9EYOR:

PREECE LAND SUR9EYING, INC.

%ELLWETHER PROFESSIONAL PARK

2201 S.E. 30TH A9ENUE, SUITE 102

OCALA, FL 34471

�352� 351-00�1

PRO-ECT OWNER AND CONSULTANTS

ELECTRIC

OCALA ELECTRIC UTILITY

STE9E SHORT

�352� 351-661�

WATER SEWER

CITY OF OCALA

WATER SEWER DEPT.

RICHARD KNIGHT

�352� 351-6784

TELEPHONE

AT T�DISTRI%UTION

LUIS MENDO=A

�786� 635-4840

UTILITY PRO9IDERS

FI%ER

CITY OF OCALA TELECOMMUNICATIONS

LUKAS KING

�352� 351-6622

THAT PORTION OF LOTS 2� AND 30, GILLIAM

S SU%DI9ISION OF A PORTION OF THE F.P. SANCHE= GRANT,

RECORDED IN PLAT %OOK A, PAGE 22, PU%LIC RECORDS OF MARION COUNTY, FLORIDA, FURTHER DESCRI%ED AS

FOLLOWS:

FOR A POINT OF REFERENCE, COMMENCE AT THE N.W. CORNER OF GO9ERNMENT LOT 2 OF SECTION 2�, TOWNSHIP 15 SOUTH, RANGE 22 EAST, THENCE RUN S.8��37

30�W., ALONG THE WESTERLY E;TENSION OF THE

NORTH LINE OF A%O9E SAID GO9ERNMENT LOT 2, SAID LINE ALSO %EING THE CENTERLINE OF S.E. 31ST STREET �RIGHT-OF-WAY WIDTH 9ARIES� A DISTANCE OF 103.34 FEET TO THE POINT OF CUR9ATURE OF A CUR9E CONCA9E NORTHEASTERLY, HA9ING A RADIUS OF 550.00 FEET, THENCE RUN NORTHWESTERLY ALONG THE ARC THEREOF, THROUGH A CENTRAL ANGLE OF 16�5�

25� FOR 163.0� FEET TO THE POINT OF TANGENCY� THENCE DEPARTING

SAID CENTERLINE RUN N.16�36

55�E., ALONG A RADIAL LINE, A DISTANCE OF 60.00 FEET TO A POINT ON THE

NORTHERLY RIGHT OF WAY LINE OF S.E. 31ST STREET� THENCE RUN N.73�23

05�W. ALONG SAID RIGHT OF WAY

LINE, A DISTANCE OF 310.37 FEET TO THE POINT OF %EGINNING� THENCE CONTINUE N.73�23

05�W., ALONG SAID

RIGHT OF WAY LINE A DISTANCE OF 40.00 FEET� THENCE N.8��47

58�W. ALONG SAID RIGHT OF WAY LINE, A

DISTANCE OF 35.3� FEET� THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE N.73�23

05�W., A DISTANCE OF

82.3� FEET TO THE WEST LINE OF LOT 30 OF THE AFOREMENTIONED GILLIAM

S SU%DI9ISION� THENCE DEPARTING

SAID NORTHERLY RIGHT OF WAY LINE AND ALONG THE WEST LINES OF LOT 30 AND LOT 2�, N.00�11 40�E., A DISTANCE OF 665.�� FEET TO A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF THE C.S.;. RAILROAD� SAID RIGHT OF WAY LINE LYING 60.00 FEET SOUTHWESTERLY OF AND PARALLEL WITH THE CENTERLINE OF SAID RAILROAD� THE AFOREMENTIONED POINT %EING ON A CUR9E CONCA9E SOUTHWESTERLY TO WHICH A RADIAL

LINE %EARS N.40�3�

57�E. FROM THE RADIUS POINT� THE A%O9E SAID CUR9E HA9ING A RADIUS OF 1860.08 FEET�

THENCE RUN SOUTHEASTERLY ALONG THE ARC THEREOF, THROUGH A CENTRAL ANGLE OF 12�5�

18� FOR 421.66

FEET TO A POINT OF TANGENCY� THENCE S.36�20

45�E., A DISTANCE OF 75.26 FEET� THENCE DEPARTING SAID

RIGHT OF WAY LINE RUN S.28�30

24�W., A DISTANCE OF 377.77 FEET TO THE POINT OF %EGINNING.

CONTAINING 3.31 ACRES.

FI%ER�TELEPHONE

CENTURYLINK

-OHN PLAMONDON

�352� 425-4444

CAT9

CO; CA%LE-MARION

%RYAN WILLIAMS

�352� ��6-8107

COMMUNICATION LINES, FI%ER

MCI

TIMOTHY COLE

�407� 702-6425

GAS�NATURAL GAS

TECO PEOPLES GAS- OCALA

LANDON MEAHL

�407� 408-5566

Know what'sbelow.

Callbefore you dig.

CALL 48 HOURS

%EFORE YOU DIG

IT

S THE LAW�

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

Exhibit C - Fire Station 7 App. Bay Plan Set Contract# CIP/260548

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C01.00

PA9ING AND DRAINAGE NOTES CONTINUED:

8. THE CONTRACTOR SHALL SU%MIT SE9EN �7� SETS OF SHOP DRAWINGS OF ALL STRUCTURES, E4UIPMENT, MATERIAL SPECIFICATIONS TO THE CONSTRUCTION MANAGER AND ENGINEER OF RECORD FOR RE9IEW PRIOR TO THE PURCHASE

AND�OR INSTALLATION OF ANY STRUCTURES, E4UIPMENT, AND�OR MATERIAL.

�. ALL AREAS DISTUR%ED %Y CONSTRUCTION SHALL %E SEEDED AND MULCHED OR SODDED IN ACCORDANCE WITH THESE

CONSTRUCTION PLANS AND LOCAL REGULATIONS.

10. ALL AREAS OF DISTUR%ED E;ISTING AND NEW PU%LIC RIGHT-OF-WAY SHALL %E SODDED.

11. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS TO WORK IN E;ISTING CITY RIGHT-OF-WAYS

12. ALL CONSTRUCTION SHALL %E IN ACCORDANCE WITH THE PERMITTED CONSTRUCTION DOCUMENTS. ANY DE9IATION FROM THE APPRO9ED CONSTRUCTION DOCUMENTS SHALL %E THE SOLE RESPONSI%ILITY OF THE ORGANI=ATION AND�OR ENTITY RESPONSI%LE FOR THE INSTALLATION TO UPDATE�REPLACE ANY DEFICIENT MATERIAL�E4UIPMENT NECESSARY TO %RING

THE FINAL PRODUCT TO THE STANDARDS OF THE PERMITTED CONSTRUCTION DOCUMENTS.

13. THE CONTRACTOR IS RESPONSI%LE FOR THE INSTALLATION AND MAINTENANCE OF SEDIMENT AND EROSION CONTROL

MEASURES DURING CONSTRUCTION. REFER TO THE STORMWATER POLLUTION PRE9ENTION PLAN.

14. COMPACTION DENSITIES FOR ALL ROADWAY CROSSINGS ARE TO %E TAKEN IN ONE-FOOT �1

� LIFTS.

15. LIMEROCK %ERING RATIOS FOR SU%GRADE AT FORTY �40� AND LIMEROCK OR ALTERNATI9E %ASE COURSE AT ONE HUNDRED

�100�. THERE WILL %E NO UNDER TOLERANCE.

16. ALL MATERIAL USED FOR %ACKFILL SHALL %E A3 FREE DRAINING SAND.

17. THERE ARE TO %E NO OPEN TRENCHES AT THE DAY

S END.

18. THE CONTRACTOR SHALL ADHERE TO ALL NOTES PRO9IDED IN THESE CONSTRUCTION DRAWINGS.

1�. ALL CONSTRUCTION LINES GRADES SHALL %E ESTA%LISHED AND MAINTAINED %Y THE CONTRACTOR.

20. CONTRACTOR WILL CLEAR, GRU% AND DISPOSE OF ALL DE%RIS AND SURFACE ORGANICS IN ALL EASEMENTS, ROAD

RIGHT-OF-WAYS AND DETENTION AREAS. DISPOSAL SHALL %E INCLUDED IN THE CONTRACT.

21. CONTRACTOR SHALL %E RESPONSI%LE FOR THE PRE9ENTION OF DOWNSTREAM TUR%IDITY�SILTATION THROUGH THE USE OF HAY %ALES, SCREENS, SILTATION %ASINS, AND�OR ANY OTHER SUITA%LE MEANS RE4UIRED TO MEET FLORIDA STREAM STANDARDS. SEED AND MULCH ALL DISTUR%ED AREAS, SOD AS RE4UIRED TO CONTROL EROSION THROUGH FINAL

INSPECTION AND TO PRODUCE A UNIFORM STAND OF GRASS THROUGHOUT.

22. CONTRACTOR SHALL %E RESPONSI%LE FOR %RICKING UP CUR% INLETS TO FINISHED GRADE AND FURNISHING AND

MAINTAINING ALL HARDWARE.

23. THE CONTRACTOR SHALL %E RESPONSI%LE FOR CONSTRUCTING CUR% TRANSITIONS TO FINISH GRADE.

24. UNDERDRAINS SHALL %E INSTALLED, %Y THE CONTRACTOR, IN ALL CASES WHERE THE GROUNDWATER TA%LE IS CLOSER THAN 24 INCHES %ELOW THE PROPOSED CENTERLINE GRADE OF ANY ROAD. CONTACT ENGINEER IF ISSUE IS

ENCOUNTERED.

25. ALL DISTUR%ED AREAS SHALL RECEI9E GRASS SEED, FERTILI=ER, AND MULCH. AREAS SHALL HA9E %EEN FILLED AND GRADED AS NECESSARY TO PRO9IDE PROPER DRAINAGE. SLOPES STEEPER THAN 4:1 SHALL %E PINNED OR PEGGED SOD.

26. FILTER WRAP SHALL %E USED ON ALL DRAINAGE -OINTS AS RE4UIRED %Y FDOT SPECIFICATIONS.

27. A 2

STRIP OF SOD IS RE4UIRED AROUND ALL DITCH %OTTOM INLETS.

28. ALL POND SIDE SLOPES SHALL %E STA%ILI=ED WITH ESTA%LISHED GRASS AT TIME OF FINAL INSPECTION.

2�. HANDICAP RAMPS SHALL %E INSTALLED WHERE9ER THE SIDEWALK MEETS THE CUR%, AND SHALL COMPLY WITH ALL ADA

RE4UIREMENTS.

30. ALL SIDEWALKS UNLESS NOTED OTHERWISE MUST CONTAIN 6�;6� �10��10 WO9EN WIRE MESH IN THE MIDDLE TO UPPER

ONE-THIRD OF THE SLA%.

DEMOLITION NOTES:

1. CODES

ALL CODES REGULATING DEMOLITION WORK SHALL %E COMPLIED %Y THE CONTRACTOR. THE CONTRACTOR SHALL PUT UP AND MAINTAIN

SUCH %ARRIERS AND WARNING LIGHTS, AS MAY %E NECESSARY OR RE4UIRED %Y CODE, TO PROTECT AND PRE9ENT UNAUTHORI=ED PERSONNEL FROM ENTERING THE DEMOLITION WORK AREA. ALL DEMOLITION OPERATIONS SHALL COMPLY WITH THE RE4UIREMENTS OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT �OSHA� INSOFAR AS THEY APPLY TO DEMOLITION WORK TO %E PERFORMED

UNDER THIS CONTRACT.

2. PROTECTION OF %UILDINGS E4UIPMENT

TEMPORARY PROTECTI9E DE9ICES, AS RE4UIRED SHALL %E INSTALLED AD-ACENT TO THE DEMOLITION WORK FOR PROTECTION

PERSONNEL, E;ISTING AD-ACENT %UILDINGS, STRUCTURES AND E4UIPMENT AGAINST DUST, FALLING OR FLYING DE%RIS. ANY DAMAGE TO E;ISTING STRUCTURES, FACILITIES AND�OR E4UIPMENT RESULTING FROM DEMOLITION WORK SHALL %E REPAIRED %Y THE

CONTRACTOR AT NO COST TO THE OWNER.

3. DISPOSAL OF E;ISTING E4UIPMENT DE%RIS

ALL DE%RIS AND E;ISTING MATERIALS AND E4UIPMENT SHALL %E HAULED AWAY AND DISPOSED OF %Y THE CONTRACTOR. THE

CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR O%TAINING DISPOSAL AREAS. THE CONTRACTOR SHALL TAKE E9ERY PRECAUTION TO PRE9ENT SPILLAGE OF MATERIALS %EING HAULED IN PU%LIC STREETS. IT SHALL %E THE CONTRACTOR S RESPONSI%ILITY TO IMMEDIATELY CLEAN UP ANY SPILLAGE WHICH MAY ACCIDENTALLY OCCUR.

4. CLEAN-UP

THE CONTRACTOR SHALL MAINTAIN AN ORDER OF NEATNESS AND GOOD HOUSEKEEPING. TOOLS, SCAFFOLDING AND OTHER DEMOLITION

E4UIPMENT MUST AT ALL TIMES %E KEPT IN A NEAT AND ORDERLY ARRANGEMENT. AT THE CONCLUSION OF THE DEMOLITION OPERATIONS, THE ENTIRE WORK AREA SHALL %E LEFT IN A CLEAN CONDITION AS RE4UIRED FOR SU%SE4UENT NEW WORK.

GENERAL CONSTRUCTION NOTES:

1. ALL CONSTRUCTION CO9ERED %Y THESE PLANS SHALL COMPLY WITH THE MATERIAL RE4UIREMENTS AND 4UALITY CONTROL STANDARDS CONTAINED IN THE OCALA LAND DE9ELOPMENT CODE AND CITY OF OCALA �9OLUME III, STANDARD SPECIFICATIONS FOR

WATER AND SEWER CONSTRUCTION� FOR UTILITIES.

2. ELE9ATIONS %ASED ON SUR9EY PRO9IDED %Y PREECE LAND SUR9EYING, INC. DATED SEPTEM%ER 12, 2025.

3. THE CONTRACTOR IS RESPONSI%LE FOR INSPECTING THE SITE PRIOR TO CONSTRUCTION.

4. THE CONTRACTOR SHALL %E RESPONSI%LE FOR REMO9AL�DISPOSAL OF ANY UNSUITA%LE MATERIAL FROM THEIR OPERATION, FURNISHING AND COMPACTING SUITA%LE REPLACEMENT %ACKFILL MATERIAL IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL

REGULATIONS.

5. THE CONTRACTOR SHALL %E RESPONSI%LE FOR O%TAINING ALL NECESSARY PERMITS RE4UIRED FOR THE PRO-ECT.

6. IT IS THE RESPONSI%ILITY OF THE CONTRACTOR TO CONFIRM, IN THE FIELD, THE LOCATIONS AND ELE9ATIONS SHOWN PRIOR TO THE

COMMENCEMENT OF CONSTRUCTION.

7. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION AND %UILDING PLACEMENT WITH ALL OTHER UTILITIES CONSTRUCTION.

8. IT SHALL %E THE CONTRACTOR

S RESPONSI%ILITY TO PRODUCE, SU%MIT AND O%TAIN APPRO9AL OF REPRODUCI%LE �AS-%UILT�

DRAWINGS FROM -URISDICTIONAL AGENCIES AS MAY %E RE4UIRED.

�. �AS-%UILT� INFORMATION SHALL %E MAINTAINED %Y THE CONTRACTOR. CONTRACTOR SHALL EMPLOY THE SER9ICES OF A SUR9EYOR REGISTERED IN THE STATE OF FLORIDA TO DETERMINE ALL �AS-%UILT� INFORMATION. UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL PRO9IDE UP TO SI; COPIES AND THE CAD FILE OF AS-%UILT DRAWINGS TO THE ENGINEER. ALL UNDERGROUND FITTINGS MUST %E REFERENCED TO AT LEAST TWO 9ISI%LE REFERENCE POINTS ON THE AS-%UILT DRAWINGS.

10. CONTRACTOR SHALL PRO9IDE AND MAINTAIN ADE4UATE EROSION AND TUR%IDITY CONTROLS DURING AND FOLLOWING CONSTRUCTION UNTIL ALL DISTUR%ED AREAS HA9E %EEN STA%ILI=ED TO A9OID AD9ERSE EN9IRONMENTAL IMPACTS TO OFF-SITE

PROPERTY AND DRAINAGE SYSTEMS.

11. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL %E INSTALLED AND MAINTAINED IN ACCORDANCE WITH CONSTRUCTION

POLLUTION PRE9ENTION PLAN INCLUDED HEREIN.

12. THE CONTRACTOR SHALL PRO9IDE A TEMPORARY WATER SER9ICE OR WATER TRUCK FOR WASH-DOWN OF 9EHICLES LEA9ING THE

PRO-ECT SITE IF NECESSARY.

13. ALL UNDERGROUND UTILITIES TO %E INSTALLED SHALL %E IN ACCORDANCE WITH THE CITY OF OCALA UTILITIES SPECIFICATIONS AND

THE APPRO9ED SITE PLANS.

14. THE CONTRACTOR�S� SHALL NOTIFY ALL APPLICA%LE UTILITIES COMPANIES, THE ENGINEER OF RECORD, AND THE PROPERTY OWNER 48 HOURS PRIOR TO INITIATING ANY E;CA9ATION ACTI9ITIES, OR AS SPECIFIED %Y THE UTILITIES COMPANIES AND THE PERMITS

O%TAINED FOR THE WORK.

15. THE ENGINEER OF RECORD SHALL %E GI9EN FORTY EIGHT HOURS �48-HR� NOTICE OF ALL MEETINGS AND OR TESTING MEASURES

RELATED TO SAID PRO-ECT.

16. CONSTRUCTION WARNING SIGNS ARE TO %E MOUNTED AND ERECTED %EFORE CONSTRUCTION CAN COMMENCE. THESE AND ALL TRAFFIC CONTROL DE9ICES SHALL FOLLOW THE STANDARDS SET FORTH %Y THE MANUAL OF UNIFORM TRAFFIC CONTROL DE9ICES

�MUTCD� AS WELL AS FLORIDA DEPARTMENT OF TRANSPORTATION �FDOT� STANDARD INDE;.

17. THE CONTRACTOR IS RESPONSI%LE FOR CLEARLY IDENTIFYING THE AREA OF CONSTRUCTION AND SAFELY ROUTING ALL 9EHICULAR AND PEDESTRIAN TRAFFIC AROUND THE CONSTRUCTION AREA. THE CONSTRUCTION AREA SHALL %E CLEARLY MARKED AT ALL TIMES.

18. ALL AREAS DISTUR%ED %Y THE CONSTRUCTION OF THIS PRO-ECT WHICH ARE NOT OTHERWISE PA9ED SHALL %E IMMEDIATELY SODDED FOLLOWING FINAL GRADING. ALLOW FOR THICKNESS OF SOD WITH A 2-INCH UNDERCUT. SOD SHALL %E ARGENTINE %AHIA, AND SHALL %E REGULARLY WATERED %Y THE CONTRACTOR THROUGHOUT CONSTRUCTION DURATION.

1�. THE CONTRACTOR�S� SHALL LOCATE, 9ERIFY, AND IDENTIFY ALL E;ISTING UNDERGROUND UTILITIES SHOWN OR NOT SHOWN ON THE

PLANS PRIOR TO ANY E;CA9ATING ACTI9ITIES.

20. THE CONTRACTOR SHALL 9ERIFY ALL UTILITY LOCATIONS PRIOR TO E;CA9ATION AND TAKE ALL MEASURES NECESSARY TO PROTECT UTILITIES DURING CONSTRUCTION. SHOULD ANY UTILITY LINE OR COMPONENT %ECOME DAMAGED OR RE4UIRE RELOCATION THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE RESPONSI%LE UTILITY COMPANY, THE ENGINEER OF RECORD, AND THE CITY�COUNTY.

21. THE CONTRACTOR SHALL PROTECT E;ISTING UTILITIES, SUR9EY MARKERS, MONUMENTS, ETC. DURING CONSTRUCTION. THE

CONTRACTOR SHALL RESTORE�REPLACE ANY DAMAGE DONE %Y CONSTRUCTION ACTI9ITIES.

22. THE CONTRACTOR SHALL %E RESPONSI%LE FOR ANY DAMAGE TO E;ISTING UTILITIES CAUSED %Y HIS OPERATIONS.

23. THERE SHALL %E A MINIMUM THREE �3� DAYS NOTICE GI9EN FOR SCHEDULING THE FINAL INSPECTION.

24. CONTRACTOR SHALL %E RE4UIRED TO APPLY FOR AN APPRO9ED RIGHT OF WAY UTILI=ATION PERMIT FOR ALL WORK TO %E DONE

WITHIN THE CITY

S RIGHT OF WAY, FI9E %USINESS DAYS PRIOR TO THE WORK

S SCHEDULED STARTING DATE.

25. ALL MATERIALS, MACHINERY, AND 9EHICLES SHALL %E STORED ON-SITE IN AN ORDERLY AND ORGANI=ED FASHION.

LDR 102-312

26. ALL CLEANOUTS LOCATED WITHIN PA9ED AREAS MUST HA9E %RASS CAPS.

WATER�SEWER SEPARATION RE4UIREMENTS �FDEP�:

62-555.314 LOCATION OF PU%LIC WATER SYSTEM MAINS: FOR THE PURPOSE OF THIS SECTION, THE PHRASE �WATER MAINS� SHALL MEAN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING, CON9EYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER� FIRE HYDRANT LEADS� AND SER9ICE LINES THAT ARE UNDER THE CONTROL OF A PU%LIC WATER

SYSTEM AND THAT HA9E AN INSIDE DIAMETER OF THREE �3�� INCHES OR GREATER.

�1� HORI=ONTAL SEPARATION %ETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS:

�A� NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL %E LAID TO PRO9IDE A HORI=ONTAL DISTANCE OF AT LEAST �3� THREE FEET %ETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY E;ISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CON9EYING RECLAIMED WATER REGULATED UNDER PART III

OF CHAPTER 62-610, F.A.C.

�%� NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL %E LAID TO PRO9IDE A HORI=ONTAL DISTANCE OF AT LEAST �3� THREE FEET, AND PREFERA%LY �10� TEN FEET, %ETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF

ANY E;ISTING OR PROPOSED 9ACUUM-TYPE SANITARY SEWER.

�C� NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL %E LAID TO PRO9IDE A HORI=ONTAL DISTANCE OF AT LEAST �6� SI; FEET, AND PREFERA%LY �10� TEN FEET, %ETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY E;ISTING OR PROPOSED GRA9ITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CON9EYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610 F.A.C. THE MINIMUM HORI=ONTAL SEPARATION DISTANCE %ETWEEN WATER MAINS AND GRA9ITY-TYPE SANITARY SEWERS SHALL %E REDUCED TO �3� THREE FEET WHERE THE %OTTOM OF THE WATER MAIN IS LAID AT LEAST �6� SI; INCHES A%O9E THE TOP OF THE

SEWER.

�D� NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL %E LAID TO PRO9IDE A HORI=ONTAL DISTANCE OF AT LEAST �10� TEN FEET %ETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY E;ISTING OR PROPOSED �ON SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM� AS DEFINED IN SECTION 381.0065�2�. F.S. AND RULE 64E-6.002. F.A.C.

�2� 9ERTICAL SEPARATION %ETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR

STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES:

�A� NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY E;ISTING OR PROPOSED GRA9ITY- OR 9ACUUM-TYPE SANITARY SEWER OR STORM SEWER SHALL %E LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST �6� SI; INCHES, AND PREFERA%LY 12 INCHES A%O9E OR AT LEAST 12 INCHES %ELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWE9ER, IT IS PREFERA%LE TO LAY THE WATER MAIN A%O9E THE OTHER PIPELINE.

�%� NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY E;ISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CON9EYING RECLAIMED WATER SHALL %E LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES A%O9E OR %ELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWE9ER, IT IS PREFERA%LE TO LAY THE WATER MAIN A%O9E THE OTHER PIPELINE.

�C� AT THE UTILITY CROSSINGS DESCRI%ED IN PARAGRAPHS �A� AND �%� A%O9E, ONE FULL LENGTH OF WATER MAIN PIPE SHALL %E CENTERED A%O9E OR %ELOW THE OTHER PIPELINE SO THE WATER MAIN -OINTS WILL %E AS FAR AS POSSI%LE FROM THE OTHER PIPELINE. ALTERNATI9ELY, AT SUCH CROSSINGS, THE PIPES SHALL %E ARRANGED SO THAT ALL WATER MAIN -OINTS ARE AT LEAST �3� THREE FEET FROM ALL -OINTS IN 9ACUUM-TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CON9EYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST �6� SI; FEET FROM ALL -OINTS IN GRA9ITY- OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CON9EYING RECLAIMED WATER NOT REGULATED

UNDER PART III OF CHAPTER 62-610, F.A.C.

�3� SEPARATION %ETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES:

�A� NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY MANHOLE OR A

STORM SEWER MANHOLE.

�4� SEPARATION %ETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL %E LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY E;ISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CON9EYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.� AT LEAST THREE FEET, AND PREFERA%LY TEN FEET, FROM ANY E;ISTING OR PROPOSED 9ACUUM-TYPE SANITARY SEWER� AT LEAST SI; FEET, AND PREFERA%LY TEN FEET, FROM ANY E;ISTING OR PROPOSED GRA9ITY- OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CON9EYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.� AND AT LEAST TEN FEET FROM ANY E;ISTING OR PROPOSED ³ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM´ AS DEFINED IN SECTION 381.0065�2�, F.S., AND RULE 64E-6.002, F.A.C.

E;CEPTIONS�MITIGATION:

WHERE IT IS NOT TECHNICALLY FEASI%LE OR ECONOMICALLY SENSI%LE TO COMPLY WITH THE RE4UIREMENTS IN ITEMS �1� THROUGH �4� A%O9E, THE CONTRACTOR SHALL STOP WORK AND IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, WHO WILL DETERMINE THE APPROPRIATE SOLUTION. IF A SU%STANTIAL DE9IATION FROM THE PERMITTED DESIGN IS RE4UIRED, A RE4UEST FOR PERMIT RE9ISION WILL %E SU%MITTED TO THE DEPARTMENT OF EN9IRONMENTAL PROTECTION �FDEP� FOR

APPRO9AL PRIOR TO CONSTRUCTION.

SANITARY SEWER SYSTEM NOTES:

1. ALL WORK SHALL %E PERFORMED IN ACCORDANCE WITH THE CITY OF OCALA STANDARD SPECIFICATIONS FOR WATER AND

SEWER CONSTRUCTION.

2. THE CONTRACTOR SHALL 9ERIFY THE LOCATIONS OF ALL E;ISTING UTILITIES AND CONNECTION POINTS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES WITH THESE PLANS SHALL %E REPORTED TO THE ENGINEER

IMMEDIATELY FOR RESOLUTION.

3. ALL E4UIPMENT AND MATERIALS SHALL COMPLY WITH THE CITY OF OCALA STANDARDS FOR WATER AND SEWER CONSTRUCTION, SECTION 4��. THE CONTRACTOR SHALL SU%MIT SHOP DRAWINGS OF ALL E4UIPMENT AND MATERIAL FOR APPRO9AL %Y THE ENGINEER AND THE CITY OF OCALA UTILITIES DEPARTMENT PRIOR TO THE PURCHASE OR INSTALLATION

OF ANY E4UIPMENT OR MATERIAL.

4. CONTRACTOR SHALL ENSURE THAT THE MINIMUM HORI=ONTAL AND 9ERTICAL CLEARANCE IS MAINTAINED TO ALL OTHER WET UTILITIES IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF EN9IRONMENTAL PROTECTION �FDEP�

RE4UIREMENTS.

POTA%LE WATER SYSTEM NOTES CONTINUED:

12. WATER MAINS SHALL HA9E A MINIMUM OF 48´ CO9ER FROM FINISHED GRADE.

13. ALL P9C PRESSURE PIPING SHALL USE CONCRETE THRUST %LOCKING AT ALL %ENDS AND

TERMINATIONS. THRUST %LOCK SI=ING SHALL %E IN ACCORDANCE WITH THE CITY OF OCALA

STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION. P9C WATER MAINS

SHALL HA9E TWO LOCATING WIRES INSTALLED �ON THE TOP AND %OTTOM� ALONG THE PIPE.

14. ALL WATER MAIN FITTINGS SHALL %E DIP FOR P9C AND DIP WATER MAINS 3� AND A%O9E AND

USED AT LOCATIONS INDICATED ON THE PLANS, UNLESS OTHERWISE APPRO9ED %Y THE

ENGINEER. PIPE DEFLECTIONS AT -OINTS SHALL NOT E;CEED THE MANUFACTURER

S

RECOMMENDED DEFLECTION.

15. ALL UNDERGROUND 9AL9ES SHALL %E INSTALLED WITH AN AD-USTA%LE CAST IRON 9AL9E

%O; WITH THE TOP SET TO FINAL GRADE IN ACCORDANCE WITH THE CITY OF OCALA

STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION. 9AL9E %O;ES IN

TRAFFIC AREAS SHALL %E LOCKA%LE OR NON-POP LIDS IN ACCORDANCE WITH STANDARD

DETAIL 478-4.1A OF THE CITY OF OCALA STANDARD SPECIFICATIONS FOR WATER AND SEWER

CONSTRUCTION. 9AL9ES DEEPER THAN 5

SHALL HA9E 9AL9E NUT E;TENSIONS WHICH

SHALL %E WELDED AS ONE PIECE.

16. ALL HYDRANTS, GATE 9AL9ES AND TAPPING GATE 9AL9ES SHALL HA9E STAINLESS STEEL

STEMS.

17. ANY NEWLY INSTALLED FIRE HYDRANT ARE TO %E FACTORY PAINTED RED. APPROPRIATELY

COLORED CAPS AND %ONNET WILL %E RE4UIRED PRIOR TO C.O.

18. FIRE HYDRANTS ARE TO %E INSTALLED WITH THE STEAMER CONNECTION FACING THE

ROADWAY.

1�. SITE CONTRACTOR SHALL PRO9IDE ALL CHAINS, LOCKS AND KEYS FOR DDC9A

S AS

RE4UIRED %Y THE LOCAL FIRE DEPARTMENT.

20. ALL NEW AND RELOCATED WATER MAINS SHALL %E PRESSURE AND LEAK TESTED IN

ACCORDANCE WITH AWWA STANDARD C600, LATEST EDITION. PRESSURE TESTING SHALL %E

IN ACCORDANCE WITH THE CITY OF OCALA STANDARD SPECIFICATIONS FOR WATER AND

SEWER CONSTRUCTION, SECTION 481.5.2. PRESSURE TESTING SHALL %E AT A PRESSURE OF

AT LEAST 150 PSI FOR A MINIMUM DURATION OF 2 HOURS. ALLOWA%LE LEAKAGE SHALL %E

WITHIN THE PARAMETERS OF THE CITY OF OCALA STANDARD SPECIFICATIONS FOR WATER

AND SEWER CONSTRUCTION, SECTION 481.5.2.6.

21. ALL NEW AND RELOCATED WATER MAINS SHALL %E DISINFECTED IN ACCORDANCE WITH

AWWA STANDARD C651 AND RULE 62-555.345, F.A.C.

22. ALL PIPE AND PIPE FITTINGS FOR NEW AND RELOCATED WATER SER9ICES SHALL COMPLY

WITH THE LATEST FDEP AND AWWA STANDARDS FOR LEAD CONTENT. ALL SOLDERS AND

FLU; FOR NEW AND RELOCATED WATER SER9ICES SHALL COMPLY WITH THE LATEST FDEP

AND AWWA STANDARDS FOR LEAD CONTENT.

23. CONTRACTOR

S SUR9EYOR SHALL PRO9IDE AS-%UILT DRAWINGS, INCLUDING ALL

UNDERGROUND UTILITIES, IN CAD FORMAT TO THE ENGINEER USING THE DRAFTING

STANDARDS RE4UIRED %Y THE CITY OF OCALA STANDARD SPECIFICATIONS FOR WATER AND

SEWER CONSTRUCTION.

24. CONTRACTORS SUR9EYOR SHALL SUPPLY 9AL9E TIESHEETS FOR EACH INSTALLED 9AL9E 2�

AND LARGER.

25. SITE CONTRACTOR SHALL SUPPLY AND INSTALL ALL %ACKFLOWS, AND METER %O;ES. THE

CITY OF OCALA WILL SUPPLY AND INSTALL WATER METERS.

26. CONTRACTOR SHALL PRO9IDE %ACKFLOW PRE9ENTER CERTIFICATIONS TO PRO-ECT

ENGINEER PRIOR TO CERTIFICATE OF OCCUPANCY %EING ISSUED.

PROCEDURES:

1. CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION CONFERENCE WITH THE CITY OF

OCALA UTILITIES DEPARTMENT AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION.

2. ALL WATER AND SEWER TAPS SHALL %E SCHEDULED AT LEAST 48 HOURS IN AD9ANCE WITH

THE CITY OF OCALA UTILITIES DEPARTMENT.

3. ALL ON-SITE WATER AND SEWER CONSTRUCTION RE4UIRES A PLUM%ING PERMIT WITH A

SCHEDULED INSPECTION %Y THE CITY OF OCALA UTILITIES DEPARTMENT PRIOR TO

CONSTRUCTION. CONTRACTOR IS RESPONSI%LE FOR ARRANGING ALL INSPECTIONS.

4. CONNECTION TO E;ISTING POTA%LE WATER SYSTEMS SHALL NOT %E ALLOWED UNTIL ALL

PROPOSED WATER LINES HA9E %EEN PRESSURE TESTED, DISINFECTED, CLEARED FOR

SER9ICE AND ACCEPTED FOR MAINTENANCE %Y THE CITY OF OCALA UTILITIES DEPARTMENT

AND FDEP.

5. -UMPER CONNECTIONS MAY %E USED TO FILL OR FLUSH WATER MAINS AND SHALL %E

INSTALLED IN ACCORDANCE WITH THE CITY OF OCALA STANDARD SPECIFICATIONS FOR

WATER AND SEWER CONSTRUCTION, STANDARD DETAIL 488-5.1. A PERMIT MUST %E

O%TAINED FROM THE CITY OF OCALA UTILITIES DEPARTMENT PRIOR TO THE CONSTRUCTION

OF THE TEMPORARY -UMPER CONNECTION.

6. ALL COMMERCIAL %UILDING PERMITS AND METERS SHALL %E PROCESSED THROUGH THE

CITY OF OCALA UTILITIES, WATER AND SEWER CUSTOMER SER9ICE DEPARTMENT AND SHALL

%E ACCOMPANIED %Y A SET OF APPRO9ED SET OF CI9IL DESIGN PLANS.

7. THE CONTRACTOR SHALL O%TAIN A LETTER OF RELEASE TO PLACE THE CONSTRUCTION INTO

SER9ICE FROM THE CITY OF OCALA UTILITIES DEPARTMENT. THE CONTRACTOR SHALL

PRESENT A SET OF AS-%UILT PLANS WITH THE LOCATIONS OF THE %ACTERIOLOGICAL

SAMPLING INDICATED IN RED OR PINK. THE SAMPLE NUM%ERS SHALL CORRESPOND TO

THOSE ON THE %ACTERIOLOGICAL SAMPLE LA% SHEETS.

8. SITE CONTRACTOR IS RESPONSI%LE FOR ALL %ACTERIOLOGICAL TESTING AND

CHLORINATION.

�. THE SOLID WASTE COMMERCIAL IMPACT FEE SHALL %E CALCULATED, DUE, AND PAYA%LE

WITHIN 30 DAYS OF INITIATION OF PERMANENT ELECTRIC SER9ICE.

10. THE FORM TITLED �PRO-ECT COMPLETION REPORT CERTIFICATION, AND STORMWATER

UTILITY %ILLING INFORMATION� MUST %E COMPLETED, SIGNED %Y THE PRO-ECT ENGINEER,

AND SU%MITTED TO THE GROWTH MANAGEMENT DEPARTMENT PRIOR TO SCHEDULING OF

THE FINAL SITE INSPECTION.

CITY OF OCALA REGULATORY STATEMENTS:

1. ALL UTILITY CONSTRUCTION CO9ERED %Y THESE PLANS SHALL COMPLY WITH THE MATERIAL RE4UIREMENTS AND 4UALITY CONTROL STANDARDS CONTAINED IN THE �CITY OF OCALA LAND DE9ELOPMENT REGULATIONS� AND THE �CITY OF OCALA

STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION�.

2. CONTRACTOR SHALL PRO9IDE THE CITY OF OCALA ENGINEERING DEPARTMENT WITH A COPY OF ALL PERMITS O%TAINED

FROM REGULATORY AGENCIES AND WATER MANAGEMENT DISTRICTS.

3. CONTRACTOR SHALL PRO9IDE CERTIFIED AS-%UILT PLANS PRIOR TO THE CLEARANCE OF THE UTILITY LINES.

4. CONTRACTOR SHALL INSTALL LOCATOR WIRE ON ALL UNDERGROUND UTILITIES CONSTRUCTED OF NON-CONDUCTI9E

MATERIALS.

5. CONTRACTOR SHALL CONTACT THE CITY OF OCALA WATER AND SEWER DEPARTMENT 72 HOURS IN AD9ANCE OF MAKING

ANY CONNECTIONS TO THE CITY WATER OR SEWER SYSTEM.

6. ALL E;ISTING OR PROPOSED WATER, SEWER, OR REUSE APPURTENANCES AFFECTED %Y THE DE9ELOPMENT OF THIS SITE

ARE TO %E RAISED TO THE FINAL GRADE PRIOR TO ISSUANCE OF THE C.O.

7. AS-%UILTS, MEETING THE CITY OF OCALA WATER AND SEWER CONSTRUCTION MANUAL RE4UIREMENTS, ARE TO %E

SUPPLIED TO THE CITY PRIOR TO ISSUANCE OF THE C.O.

8. ALL E;ISTING OR PROPOSED WATER, SEWER, OR REUSE APPURTENANCES AFFECTED %Y THE DE9ELOPMENT OF THIS SITE

ARE TO %E RAISED TO THE FINAL GRADE PRIOR TO ISSUANCE OF THE C.O..

GEOTECHNICAL NOTES:

1. IF CLAYEY SOILS ARE ENCOUNTERED DURING CONSTRUCTION THE CONTRACTOR SHALL COORDINATE WITH THE PRO-ECT ENGINEER FOR RECOMMENDATIONS ON HOW TO PROCEED WITH THE PLACEMENT AND USE OF THESE SOILS.

2. %ECAUSE OF THE LOCATION OF THE PRO-ECT, IT CAN %E E;PECTED THAT LIMESTONE WILL %E ENCOUNTERED DURING CONSTRUCTION. LIMESTONE DEPOSITS IN THIS PART OF MARION COUNTY CAN RANGE FROM SCATTERED SOFT DEPOSITS TO LARGE ROCK %OULDERS. IT IS ANTICIPATED THAT MOST OF THE LIMESTONE ENCOUNTERED DURING CONSTRUCTION CAN %E E;CA9ATED USING NORMAL EARTH MO9ING E4UIPMENT. HOWE9ER, HARDER DEPOSITS MAY RE4UIRE ROCK %REAKERS OR RIPPING E4UIPMENT. ANY LIMESTONE REMO9AL SHALL %E INCLUDED IN THE CONTRACTOR

S %ID FOR EARTH

MO9ING ACTI9ITIES.

3. SHOULD ANY SINKHOLE ACTI9ITY %E O%SER9ED DURING CONSTRUCTION THE CONTRACTOR SHALL CONTACT THE PRO-ECT

ENGINEER IMMEDIATELY FOR GUIDANCE ON REPAIRING THE SINKHOLE.

ELECTRICAL NOTES:

1. CUSTOMER MUST SU%MIT THE CITY OF OCALA ELECTRIC UTILITY �OEU� COMMERCIAL LOAD DATA SHEET AND THE OEU GENERAL INFORMATION SHEET TO THE =ONING DEPARTMENT PRIOR TO ANY SITE PERMITS %EING ISSUED. DATA SHEETS MUST %E APPRO9ED %Y OEU ENGINEERING PRIOR TO ANY SITE PERMITS %EING ISSUED. MATERIAL LEAD TIMES MAY CAUSE A DELAY IN O%TAINING SER9ICE, IF LOAD DATA IS NOT SU%MITTED AS SOON AS POSSI%LE.

2. CUSTOMER MUST CONTACT THE CITY OF OCALA ELECTRIC UTILITY ENGINEERING DI9ISION AT �352� 351-6620 AT LEAST SI;

�6� WEEKS PRIOR TO THE START OF CONSTRUCTION TO DISCUSS PERMANENT SER9ICE RE4UIREMENTS, TEMPORARY CONSTRUCTION POWER, TRANSFORMER LOCATION, AND METER LOCATION. REFERENCE CITY PRO-ECT �SPL24-0004.

3. TREES CANNOT %E PLANTED AROUND, O9ER, OR UNDER ANY E;ISTING OR PROPOSED POWER LINES. THIS INCLUDES ANY LINES DESIGNED AFTER FINAL SITE PLAN APPRO9AL. NO NEW SHADE TREES WILL %E PERMITTED WITHIN 30 FEET OF O9ERHEAD POWER LINES. ALL PLANS WILL RE4UIRE A �20� FOOT WIDE UTILITY EASEMENT AND TREE TRIMMING

EASEMENTS FOR E;ISTING AND PROPOSED O9ERHEAD ELECTRIC LINES.

4. FOR ALL UNDERGROUND ELECTRIC POWER LINES ON PRI9ATE PROPERTY, A TEN �10� FOOT ELECTRIC DISTRI%UTION EASEMENT WILL %E RE4UIRED. FOR O9ERHEAD CONSTRUCTION, A TWENTY �20� FOOT EASEMENT WILL %E RE4UIRED.

ALSO, FOR ANY O9ERHEAD POWER LINES, %OTH E;ISTING AND PROPOSED, A TEN �10� FOOT TREE-TRIMMING EASEMENT

WILL %E RE4UIRED �SEC. 70-585 SEC. 70-602�.

5. UNDERGROUND ELECTRICAL SER9ICE WILL %E AT THE CUSTOMER

S E;PENSE �SEC. 70-584 SEC. 70-603�.

6. ALL ELECTRIC UTILITY FACILITIES SHALL %E INCLUDED ON THE SITE PLAN PRIOR TO SITE PLAN APPRO9AL �INCLUDE

YELLOW AND %LACK FACILITY I.D. NUM%ER�.

7. METER LOCATION WILL %E DESIGNATED %Y OCALA ELECTRIC UTILITY �SEC. 70-587�. HOWE9ER, DESIRED LOCATION MAY

%E NOTED ON SITE PLAN.

8. RE4UESTED SER9ICE 9OLTAGE IS NOT GUARANTEED TO %E SUPPLIED, HOWE9ER, OEU WILL TRY TO ACCOMMODATE THE

RE4UEST WHEN POSSI%LE �SEC. 70-585 SEC. 70-587�.

�. STREETLIGHTS, IF RE4UIRED, WILL %E ADDED AT A ONE TIME CHARGE TO THE CUSTOMER. ESTIMATED COST WILL %E PRO9IDED AS PART OF THE ACTUAL ELECTRICAL SER9ICE DESIGN �SEC. 70-621�. STREETLIGHT DESIGN FOR ALL PRI9ATE

ROADS MUST %E SHOWN ON SITE PLANS AND APPRO9ED %Y OEU.

10. CONSTRUCTION FOR TEMPORARY SER9ICE LOCATION TO %E DETERMINED %Y OCALA ELECTRIC UTILITY.

11. THE FINAL APPRO9ED SITE PLAN IS TO %E EMAILED TO -KERR#OCALAFL.GO9 USING THE A%O9E MENTIONED OEU SITE PLAN REFERENCE NUM%ER. ELECTRIC ENGINEERING WORK WILL NOT %EGIN UNTIL APPRO9ED ELECTRONIC SITE PLAN

HAS %EEN SU%MITTED.

12. ADDITIONAL RE4UIREMENTS ARE CONTAINED IN CHAPTER 70, ARTICLE 9I AND ARTICLE 9II OF THE OCALA CODE OF

ORDINANCES.

POTA%LE WATER SYSTEM NOTES:

1. ALL WORK SHALL %E PERFORMED IN ACCORDANCE WITH THE CITY OF OCALA STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION. CONTRACTOR IS RESPONSI%LE FOR THE PROPER NOTIFICATION OF INSPECTING AUTHORITIES

%EFORE AND DURING CONSTRUCTION.

2. ALL WATER AND SEWER CONSTRUCTION SHALL %E ACCOMPLISHED %Y AN UNDERGROUND UTILITY CONTRACTOR WITH A

CLASS 5 LICENSE UNDER THE PRO9ISIONS OF CHAPTER 48�, FLORIDA STATUTES.

3. ALL MATERIALS AND CONSTRUCTION PROCEDURES AND TECHNI4UES SHALL %E IN ACCORDANCE WITH THE CITY OF OCALA

STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION.

4. THE CONTRACTOR SHALL SU%MIT SHOP DRAWINGS OF ALL E4UIPMENT AND MATERIAL FOR APPRO9AL %Y THE ENGINEER AND THE CITY OF OCALA UTILITIES DEPARTMENT PRIOR TO THE PURCHASE OR INSTALLATION OF ANY E4UIPMENT OR

MATERIAL.

5. TWO INCH �2´� TO TWEL9E INCH �12´� WATER MAINS SHALL %E POLY9INYL CHLORIDE �P9C� OR DUCTILE IRON PIPE �DIP� %ASED ON PRESSURE. WATER MAIN SI=ES LARGER THAN 12´ SHALL %E DUCTILE IRON PIPE �DIP�. ALL P9C PIPE SHALL %E POTA%LE WATER %LUE, HA9E IDENTIFYING TAPE AND LOCATING WIRE ON TOP AND %OTTOM. P9C PIPE SHALL MEET THE

RE4UIREMENTS OF ANSI�AWWA C-�00, DR14 AND DR18.

6. E;ISTING UTILITIES SHOWN ON THE PLANS HA9E %EEN SHOWN, %ASED ON THE %EST INFORMATION A9AILA%LE, WITHOUT E;PLORATORY E;CA9ATIONS. THE CONTRACTOR SHALL LOCATE ALL E;ISTING UTILITIES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ANY AND ALL DISCREPANCIES WITH THE PLANS SHALL %E IMMEDIATELY %ROUGHT TO THE ATTENTION

OF THE ENGINEER FOR RESOLUTION.

7. THE 9ERTICAL LOCATIONS OF ALL E;ISTING UTILITIES SHOWN ON THE PLAN AND PROFILE SHEETS HA9E %EEN ASSUMED.

THE CONTRACTOR SHALL E;ERCISE CAUTION DURING E;CA9ATION NEAR E;ISTING UTILITIES SHOWN ON THE PLANS AND NOTIFY THE ENGINEER IF THE LOCATION DIFFERS FROM THAT SHOWN ON THE PLANS %EFORE CONTINUING WITH

CONSTRUCTION.

8. SHOULD ANY CONDITIONS 9ARY FROM THOSE SHOWN ON THESE PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY

THE ENGINEER FOR RESOLUTION PRIOR TO CONTINUING CONSTRUCTION.

�. UNSUITA%LE SOIL MATERIALS UNDER WATER AND SEWER MAINS SHALL %E REMO9ED AND REPLACED WITH SELECT %ACKFILL IN ACCORDANCE WITH THE CITY OF OCALA STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION.

10. ALL ROCK AND UNSUITA%LE SI=ED STONES �AS DESCRI%ED IN THE APPLICA%LE AWWA AND THE CITY OF OCALA STANDARD

SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION AND�OR THE PIPE MANUFACTURER

S RECOMMENDED

INSTALLATION PROCEDURES� FOUND IN THE TRENCHES FOR NEW AND RELOCATED WATER MAIN PIPE SHALL %E REMO9ED TO A DEPTH OF AT LEAST SI; �6� INCHES %ELOW THE %OTTOM OF THE PIPE. AN APPRO9ED %ACKFILL MATERIAL SHALL %E PRO9IDED AND SHAPED TO PRO9IDE A CONTINUOUS AND UNIFORM %EDDING. THE %EDDING MATERIAL SHALL %E COMPACTED IN ACCORDANCE WITH THE CITY OF OCALA STANDARD SPECIFICATIONS FOR WATER AND SEWER

CONSTRUCTION, %ASED ON ITS LOCATION.

11. COMPACTION OF PIPE TRENCHES SHALL %E IN ACCORDANCE WITH THE CITY OF OCALA STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION. COMPACTION SHALL %E �5� OF AASHTO T-180 IN NON-TRAFFIC AREAS AND �8� OF

AASHTO T-180 IN TRAFFIC AREAS.

PA9ING AND DRAINAGE NOTES:

1. ALL GRADING, PLACEMENT OF FILL, AND COMPACTION SHALL %E IN ACCORDANCE WITH CITY OF OCALA STANDARD SPECIFICATIONS AND THE FLORIDA DEPARTMENT OF TRANSPORTATION �FDOT� STANDARD SPECIFICATIONS FOR ROAD AND %RIDGE CONSTRUCTION, LATEST EDITION AND ALL APPLICA%LE ADA REGULATIONS.

2. THE CONTRACTOR SHALL CONSTRUCT ALL DRAINAGE STRUCTURES TO THE DESIGN ELE9ATIONS SHOWN AND IN COMPLIANCE WITH

TYPICAL CONSTRUCTION DETAILS.

3. ALL PIPE LENGTHS SHOWN HEREIN ARE APPRO;IMATE LENGTHS FROM CENTER TO CENTER OF THE RELATED STRUCTURES.

4. ALL PIPE LENGTHS ARE SCALED AND MAY RE4UIRE SLIGHT FIELD AD-USTMENTS TO FIT CONDITIONS. ALL PIPE CROSSINGS SHALL %E

COMPACTED TO �5� MA;. DENSITY AT 1

LIFTS.

5. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF THE PA9ING AND DRAINAGE FACILITIES WITH ALL OTHER

CONSTRUCTION.

6. ALL PIPE -OINTS SHALL %E PROPERLY FITTED AND SEALED PER PRODUCT MANUFACTURERS SPECIFICATIONS.

7. THE CONTRACTOR SHALL COORDINATE ALL NOTIFICATIONS AND UTILITY LOCATION EFFORTS WITH THE UTILITY OWNERS PRIOR TO

THE COMMENCEMENT OF CONSTRUCTION.

SIGNAGE AND PA9EMENT MARKING NOTES:

1. ALL SIGNING AND MARKING SHALL %E PER M.U.T.C.D. �LATEST EDITION�

2. ALL SIGNS MUST MEET FLORIDA DEPARTMENT OF TRANSPORTATION �FDOT� STANDARDS FOR ENGINEERING GRADE SIGN FACES IN

REFLECTI9ITY.

3. ALL FINAL PA9EMENT MARKINGS WITHIN THE STATE AND PU%LIC RIGHT-OF-WAYS SHALL %E THERMOPLASTIC. STOP %ARS, TRAFFIC ARROWS, LANE STRIPING, AND CROSS WALK STRIPING SHALL %E THERMOPLASTIC. ALL OTHER PA9EMENT MARKINGS ON-SITE SHALL

%E PAINT.

4. ALL STOP SIGNS �R1-1� SHALL %E 30�;30�. STOP SIGN SHALL %E REFLECTI9E SHEETING MATERIAL WITH 3M %RAND PRESSURE SENSITI9E ADHESI9E AND LINER %RAND MATERIALS AND DIAMOND GRADE DG3 REFLECTI9E SHEETING SERIES 4000. SIGN

POST SHALL %E 2�;2� S4UARE STEEL WITH 3�8� HOLES ON 1� CENTER.

5. STOP AND STREET NAME SIGNS SHALL %E MOUNTED ONTO THE SAME POLE.

6. STOP %ARS SHALL %E TWENTY-FOUR INCHES �24�� WIDE AND LANE WIDTH.

7. STREET NAME SIGN SPECIFICATIONS WILL %E PER CITY OF OCALA STANDARDS.

8. %OTTOM EDGE OF ANY INSTALLED SIGNS SHALL HA9E 7

CLEARANCE TO FINISH GRADE UNLESS OTHERWISE NOTED.

Know what'sbelow.

Callbefore you dig.

CALL 2 %USINESS

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DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

C - 2

SHEET NOTES - PLAN (OVERALL)

1.

2. EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS ARE TO BE CONSIDERED APPROXIMATE AND SHALL BE

FIELD VERIFIED BY THE CONTRACTOR THROUGH FIELD SURVEYS AND MEASUREMENTS BEFORE BEGINNING

CONSTRUCTION.1/2" PLYWOOD TO BE INSTALLED ON INTERIOR SIDE OF ROOM 101 UP TO 8' - 0" A.F.F. SEE WALL SECTIONS

FOR MORE INFORMATION

PARCEL BOUNDARY

(TYP)

PROJECT BOUNDARY

(TYP)

PROPOSED BUILDING

7,500 S.F.

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C01.01 Know what'sbelow.

Callbefore you dig.

CALL 48 HOURS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

NORTH

C - 3

LIMITS OF OPEN CUT

AND REPAIR

LIMITS OF OPEN

CUT AND REPAIR

PARCEL BOUNDARY

(TYP)

BOLLARDS TO

BE REMOVED

19.9'

PROJECT BOUNDARY

(TYP)

5'

7'

5'

24.4'

5'

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C02.00

TREE PRESERVATION NOTE:

TREE PRESERVATION MEASURES MUST BE INSTALLED AND

INSPECTED PRIOR TO ANY DEMOLITION ACTIVITIES.

DEMOLITION NOTES

ALL NOTES LISTED BELOW SHALL BE CONSTRUCTED BY THE

SITE CONTRACTOR, UNLESS STATED OTHERWISE.

INSTALL SILT FENCE AND TREE PROTECTION. REFER TO

THIS SHEET FOR THE TREE PROTECTION DETAIL AND

SHEET C06.01 FOR THE SILT FENCE DETAIL.

1. ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR

SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL

MANNER.

2. REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL

DETAILS OF EXISTING STRUCTURES, ETC., LOCATED WITHIN THE

PROJECT SITE. UNLESS OTHERWISE NOTED, ALL EXISTING

BUILDINGS, STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS

PILES, SIGNS, AND ALL APPURTENANCES ARE TO BE REMOVED

FROM THE SITE BY THE CONTRACTOR AND PROPERLY

DISPOSED OF IN A LEGAL MANNER AS PART OF THIS CONTRACT.

SOME ITEMS TO BE REMOVED MAY NOT BE DEPICTED ON THE

TOPOGRAPHIC SURVEY. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE FULL

EXTENT OF ITEMS TO BE REMOVED. IF ANY ITEMS ARE IN

QUESTION, THE CONTRACTOR SHALL CONTACT THE OWNER

PRIOR TO REMOVAL OF SAID ITEMS.

3. THE CONTRACTOR SHALL REFER TO THIS SHEET FOR

DEMOLITION AND/OR PRESERVATION OF EXISTING TREES. ALL

TREES NOT SPECIFICALLY SHOWN TO BE PRESERVED OR

RELOCATED SHALL BE REMOVED AS PART OF THIS CONTRACT.

TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO

ANY DEMOLITION.

Know what'sbelow.

Callbefore you dig.

CALL 2 BUSINESS

DAYS BEFORE

YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

M

IN

M

IN

6' MAX.

FINISH GRADE

FENCE POST, TYP.

FENCE

CRITICAL

ROOT ZONE

TREE PROTECTION DETAIL

TREE PROTECTION NOTES:

1. TREE PROTECTION BARRICADES SHALL BE INSTALLED AROUND ALL PROTECTED TREES

AND GROUPS OF TREES PRIOR TO ANY CLEARING OR GRADING OPERATIONS,

INCLUDING THE REMOVAL OF OTHER TREES.

2. FOR LARGE GROUPS OF TREES, BARRICADES MAY BE PLACED BETWEEN THE

PROTECTED TREES AND THE CONSTRUCTION ACTIVITY AREA.

3. BARRICADES SHALL BE MADE OF RIGID MATERIAL CAPABLE OF SURVIVING FOR THE

DURATION OF THE CONSTRUCTION.

4. BARRICADES SHALL BE INSPECTED WEEKLY DURING THE DURATION OF

CONSTRUCTION AND REPAIRED/REINSTALLED AS REQUIRED.

5. CLEANING OF EQUIPMENT OR MATERIAL OR THE DISPOSAL OF WASTE MATERIALS,

INCLUDING BUT NOT LIMITED TO, PAINT, OIL, SOLVENT, ASPHALT, CONCRETE, AND

MORTAR WITHIN THE TREE PROTECTION ZONE (TPZ) OF ANY TREE IS NOT ALLOWED.

6. THE MOVEMENT OF EQUIPMENT OR STORAGE OF EQUIPMENT, MATERIALS, DEBRIS, OR

FILL WITHIN THE TPZ OF ANY TREE IS NOT ALLOWED.

TREE PROTECTION ZONE

NORTH

DEMOLITION LEGEND

TREE TO BE REMOVED

CONCRETE/ASPHALT TO BE REMOVED

BUILDING TO BE REMOVED

SILT FENCE

TREE BARRICADE

INLET PROTECTION

Exhibit C - Fire Station 7 App. Bay Plan Set Contract# CIP/260548

C - 4

MULTICORELINK:C06.02 EROSION CONTROL DETAILS-C06.01 EROSION CONTROL DETAILS

.5

120'

10'BUFFER

20' SETBACK

10'

BUFFER

20' SETBACK

10'

BUFFER

25' S

ETBACK

5'

10'

10' 5'

25'

PARCEL BOUNDARY

(TYP)

10'

N: 1754061.89 E: 615939.55

N: 1754027.36 E: 616054.47

N: 1753967.50 E: 616036.49

N: 1754002.03 E: 615921.56

D

B

PROJECT BOUNDARY

(TYP)

19.4'

.7

B

B

B B

B

B

B

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C03.00 Know what'sbelow.

Callbefore you dig.

CALL 2 BUSINESS

DAYS BEFORE

YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

TOTAL SITE AREA

SURFACE DATA TABLE

144,411 SF (3.32 ACRES)

POND AREA (INTERIOR OF BOT)

TOTAL OPEN-SPACE

TOTAL OPEN-SPACE PERCENTAGE 57.9%

PROJECT AREA 21,191 SF (0.49 ACRES)

OPEN-SPACE REQUIRED 28,882 SF (20%)

TOTAL SITE BOUNDARY

SITE DATA TABLE

3.32 ACRES

FLOOD ZONE X

COMMUNITY PANEL 12083C0517E

BUFFER REQUIREMENT AND BUILDING SETBACKS

MAXIMUM BUILDING HEIGHT

20 FEET

35 FEET

FRONT SETBACK 25 FEET

SIDE SETBACK

ZONING

FUTURE LAND USE PUBLIC

G-U

LEGEND

- STANDARD DUTY CONCRETE PAVEMENT

(SEE DETAILS SHEET C07.00)

ADDITIONAL IMPERVIOUS AREA

REAR SETBACK 25 FEET

PARCEL IDENTIFICATION NUMBER 30338-000-00

REAR BUFFER 10 FEET

SIDE BUFFER 10 FEET

FRONT BUFFER 10 FEET

7,525 SF (0.17 ACRES)

4,144 SF (0.10 ACRES)

NORTH

- ASPHALT PAVEMENT TO BE REPLACED

(SEE DETAILS SHEET C07.00)

- PROPERTY BOUNDARY

C - 6" CURB

D - DUMPSTER PAD

(SEE "COMMERCIAL DUMPSTER PAD TYPE 1" ON SHEET C07.00 FOR DETAILS)

B - BOLLARDS

(SEE "COMMERCIAL DUMPSTER PAD TYPE 1" ON SHEET C07.00 FOR DETAILS)

- HEAVY DUTY CONCRETE PAVEMENT

(SEE DETAILS SHEET C07.00)

83,545 SF (1.92 ACRES)

Exhibit C - Fire Station 7 App. Bay Plan Set Contract# CIP/260548

C - 5

MULTICORELINK:C07.00 CONSTRUCTION DETAILS-C07.00 CONSTRUCTION DETAILS

MULTICORELINK:C07.00 CONSTRUCTION DETAILS-C07.00 CONSTRUCTION DETAILS

MULTICORELINK:C07.00 CONSTRUCTION DETAILS-C07.00 CONSTRUCTION DETAILS

MULTICORELINK:C07.00 CONSTRUCTION DETAILS-C07.00 CONSTRUCTION DETAILS

WM

WM

WM

WM

WM

WM

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

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WM

WM

WM

WM

WM

M.E.

109.04

LIMITS OF OPEN

CUT AND REPAIR

M.E.

109.32

M.E.

108.78

M.E.

109.16

M.E.

108.44 M.E.

107.87

LIMITS OF OPEN

CUT AND REPAIR

PARCEL BOUNDARY

(TYP)

GROUND

109.20

M.E.

109.00

M.E.

109.11

M.E.

109.08

M.E.

109.11

M.E.

109.13

19.9'

PROJECT BOUNDARY

(TYP)

5'

7'

5'

24.4'

SWALE CENTERLINE

5'

M.E.

108.75

M.E.

109.74

109.50

109.50

109.50

109.50

108.95

109.00

108.95

108.85

108.35

108.80

GROUND

109.20

107.82

108.04

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C04.00 Know what'sbelow.

Callbefore you dig.

CALL 2 BUSINESS

DAYS BEFORE

YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

LEGEND

- EXISTING CONTOURS

- PROPOSED CONTOURS

- PROPOSED FLOW DIRECTION ARROWS

- PROPOSED SPOT ELEVATION (ALL POINTS ARE LOCATED

AT EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED)

NOTES:

1. ALL GRADES ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE INDICATED.

2. ALL SIDEWALK CONSTRUCTION SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.00%.

3. STORM PIPE MATERIALS SHALL BE AS NOTED AS RCP, A-2000 PVC, OR N-12 HP STORM, AND CONFORM WITH THE LATEST EDITION OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

4. ALL FINAL STORM DRAIN MATERIALS SHALL BE APPROVED BY THE ENGINEER OF RECORD AND NOTED ON THE

RECORD DRAWINGS.

5. RIP-RAP PADS SHALL BE PLACED A MINIMUM OF 30” THICK, TO THE DIMENSIONS SHOWN ON THE PLANS AND FLUSH WITH THE ADJACENT GRADE. RIP-RAP SHALL BE RUBBLE (DITCH LINING) PER FDOT STANDARD SPECIFICATION 530. TYPE D-2 GEOTEXTILE FABRIC SHALL BE PLACED BENEATH ALL RIP RAP INSTALLATIONS.

NORTH

C - 6

LIMITS OF OPEN CUT

AND REPAIR

LIMITS OF OPEN

CUT AND REPAIR

PROPOSED 2"

TAPPING SLEEVE

AND GATE VALVE

2" PVC PIPE

(2) 2" 45° ELBOWS

2" 45° ELBOW

2" 45° ELBOW

2" 90° ELBOW

PROPOSED

SECONDARY ELECTRIC

CONDUIT SIZE AND

QUANTITY BY OTHERS

PARCEL BOUNDARY

(TYP)

19.9'

5'

7'

5'

24.4'

PROJECT BOUNDARY

(TYP)

5'

EXISTING

WATER LINE

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C05.00 Know what'sbelow.

Callbefore you dig.

CALL 2 BUSINESS

DAYS BEFORE

YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

- GATE VALVE

- TEE

- BENDS

- PROPOSED SANITARY MANHOLE

- FIRE HYDRANT ASSEMBLY

- PROPOSED SANITARY SEWER PIPE

- PROPOSED WATERMAIN

LEGEND

SEE SHEET C08.00 FOR DETAILS

- FIRE LINE DOUBLE CHECK DETECTOR

- WATER METER AND REDUCED PRESSURE

BACKFLOW PREVENTOR

- PROPOSED GAS SERVICE

- PROPOSED FIRE PROTECTION WATERMAIN

- PROPOSED SANITARY FORCE MAIN

- PROPOSED SECONDARY ELECTRIC CONDUIT

- FIRE DEPARTMENT CONNECTION

NOTES:

1. ALL UTILITY CONSTRUCTION SHALL CONFORM WITH THE CITY OF OCALA

STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION,

LATEST EDITION. THE CONTRACTOR IS RESPONSIBLE FOR BECOMING

FAMILIAR WITH ALL RULES AND STANDARDS CONTAINED THEREIN.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER NOTIFICATION OF

INSPECTING AUTHORITIES BEFORE AND DURING CONSTRUCTION.

3. FOR ALL UTILITY INFORMATION WITHIN 5' OF THE BUILDING, REFER TO

ARCHITECTURAL PLANS. THE CONTRACTOR SHALL COORDINATE WITH THE

BUILDING CONSTRUCTION AND ADJUST FINAL CONNECTION POINTS FOR

SERVICE LINES, CLEANOUT LOCATIONS, ROOF DRAINS, ETC. SUCH THAT

ALL BUILDINGS ARE SERVED TO THE SATISFACTION OF THE BUILDING

ARCHITECT.

4. PROPOSED POTABLE WATER SYSTEM TO CONNECT TO THE EXISTING

POTABLE WATER SYSTEM. CONTRACTOR TO LOCATE AND VERIFY TIE IN

LOCATIONS PRIOR TO CONSTRUCTION.

5. ALL POTABLE WATER MAINS SHALL BE POLYVINYL CHLORIDE (PVC),

ANSI/AWWA C-900, DR18, 150 PSI PRESSURE RATING, UNLESS OTHERWISE

NOTED.

6. RESTRAIN ALL WATER MAIN JOINTS AND FITTINGS IN ACCORDANCE WITH

DETAILS G-9A AND G-9B ON SHEET C08.00.

7. ALL WATER MAINS AND SERVICE LINES REQUIRE LOCATE WIRE AND DIG

TAPE.

8. WATER MAINS SHALL HAVE A MINIMUM OF 48” COVER FROM FINISHED

GRADE.

9. ALL VALVE BOXES TO BE CONSTRUCTED PER CITY OF OCALA STANDARD

DETAIL SECTION G-13 OR G-14. .

10. UTILITY AS-BUILT DRAWINGS, MEETING THE CITY OF OCALA WATER AND

SEWER CONSTRUCTION MANUAL REQUIREMENTS, ARE TO BE SUPPLIED TO

THE CITY PRIOR TO ISSUANCE OF THE C.O.

11. ALL DOMESTIC WATER FACILITIES BEYOND THE CITY RIGHT OF WAY WILL

BE PRIVATELY OWNED AND MAINTAINED. METERS BY BUILDINGS WILL BE

IN EASEMENTS TO BE OWNED AND MAINTAINED BY THE CITY.

12. POTABLE WATER DEMANDS:

- GAL/PER DAY - 300

SEWER DEMANDS:

N/A

IRRIGATION DEMANDS:

N/A

NORTH

Exhibit C - Fire Station 7 App. Bay Plan Set Contract# CIP/260548

C - 7

MULTICORELINK:C08.01 UTILITIES DETAILS-UTILITIES DETAILS

MULTICORELINK:C08.01 UTILITIES DETAILS-UTILITIES DETAILS

PARCEL BOUNDARY

(TYP)

PROJECT BOUNDARY

(TYP)

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C06.00 Know what'sbelow.

Callbefore you dig.

CALL 2 BUSINESS

DAYS BEFORE

YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

PLAN (S.W.P.P.P.) NOTES:

OPERATION AND MAINTENANCE INSTRUCTIONS:

LEGEND

- PROPOSED CONSTRUCTION ENTRANCE TRACKING PAD

(SEE DETAIL ON SHEET C07.00)

CONTRACTOR IS RESPONSIBLE

TO APPLY FOR AND OBTAIN AN

FDEP NOI NPDES PERMIT, THEN

RETAIN AN ON-SITE COPY OF

THE APPROVED PERMIT.

NOTICE:

- PROPOSED SILT FENCE

(SEE DETAIL ON SHEET C06.01)

- PROPOSED INLET SEDIMENT FILTER

(SEE DETAIL ON SHEET C06.01)

- PROPOSED TREE PROTECTION FENCE

(SEE DETAIL ON SHEET C02.00)

- PROPOSED CONSTRUCTION BARRIER

FENCE (SEE DETAIL ON SHEET C07.00)

NORTH

PROPOSED INLET

SEDIMENT FILTER (TYP)

PROPOSED TREE

PROTECTION

FENCE (TYP)

STORMWATER POLLUTION PREVENTION

Exhibit C - Fire Station 7 App. Bay Plan Set Contract# CIP/260548

C - 8

MULTICORELINK:C07.00 CONSTRUCTION DETAILS-C07.00 CONSTRUCTION DETAILS

MULTICORELINK:C06.02 EROSION CONTROL…