2-C0.0 COVER SHEET Rev.3 markup.pdf

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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.

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LOCATION MAP

NORTH

PROJECT

SCALE: 1" = 5,280'

PROJECT

LOCATION

PROJECT

LOCATION

MARION COUNTY

CONSOLIDATED FLEET

FACILITY

CITY OF OCALA, FLORIDA

AUGUST 2025

SITE PLAN FOR

SECTION 01, TOWNSHIP 15 SOUTH, RANGE 21 EAST

OWNER/APPLICANT:

MARION COUNTY

601 SE 25TH AVENUE

OCALA, FL 34470

CIVIL ENGINEERING CONSULTANT:

KIMLEY-HORN AND ASSOCIATES, INC.

1700 SE 17TH STREET, SUITE 200

OCALA, FLORIDA 34471

(352) 438-3000

GEOTECHNICAL:

GEO-TECH, INC.

1016 SE 3RD AVENUE

OCALA, FLORIDA 34471

(352) 694-7711

SURVEYOR:

PREECE SURVEYING, INC.

2201 S.E. 30TH AVENUE, SUITE 102

OCALA, FLORIDA 34471

(352) 351-0091

PROJECT OWNER AND CONSULTANTS

ELECTRIC

OCALA ELECTRIC UTILITY

JASON RHODES

(352) 629-2489

WATER & SEWER

CITY OF OCALA

RICHARD RAGOSTA

(352) 351-6793

TELEPHONE/FIBER

LUMEN/CENTURY LINK

KURT JUDO

(352) 401-6555

GAS

TECO PEOPLES GAS- OCALA

LANDON MEAHL

(407) 408-5566

UTILITY PROVIDERS

GOVERNING STANDARDS AND SPECIFICATIONS:

CITY OF OCALA STANDARD SPECIFICATIONS FOR CONSTRUCTION

OF STREETS, STORMWATER, TRAFFIC, WATER AND SEWER

INFRASTRUCTURE, FLORIDA DEPARTMENT OF TRANSPORTATION,

STANDARD PLANS FY 2024/2025, AND STANDARD SPECIFICATIONS

FOR ROAD AND BRIDGE CONSTRUCTION, DATED FY 2024-25,

MANUAL ON UNIFORM TRAFFIC CONTROL DEVISES (MUTCD),

LATEST EDITION.

LEGAL DESCRIPTION:

A PARCEL OF LAND LYING IN THE S.E. 1/4 OF SECTION 1, TOWNSHIP 15 SOUTH, RANGE 21 EAST, MARION

COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE S.E. CORNER OF THE S.E. 1/4 OF SECTION 1, TOWNSHIP 15 SOUTH, RANGE 21 EAST;

THENCE N.00°15'57"E., ALONG THE EAST BOUNDARY SAID S.E. 1/4, A DISTANCE OF 1087.59 FEET; THENCE DEPARTING SAID EAST BOUNDARY, N.89°54'42"W., A DISTANCE OF 50.00 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF N.W. MARTIN LUTHER KING, JR. AVENUE (100 FEET WIDE), SAID POINT ALSO BEING THE POINT OF BEGINNING OF THE HEREIN DESCRIBED; THENCE CONTINUE N.89°54'42"W., A DISTANCE OF

545.69 FEET TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF C.S.X. RAILROAD (120 FEET WIDE);

THENCE N.38°59'23"W., ALONG SAID NORTHEASTERLY RIGHT OF WAY LINE, A DISTANCE OF 468.34 FEET TO THE POINT OF CURVATURE OF A 2870.75 FOOT RADIUS CURVE, CONCAVE NORTHEASTERLY, HAVING A CHORD BEARING AND DISTANCE OF N.32°24'31"W. 658.02 FEET; THENCE NORTHWESTERLY, ALONG THE ARC OF SAID CURVE AND SAID NORTHEASTERLY RIGHT OF WAY LINE, THROUGH A CENTRAL ANGLE OF 13°09'43", A DISTANCE OF 659.47 FEET TO A POINT ON THE NORTH BOUNDARY OF THE SOUTH 1/2 OF THE NORTH 1/2 OF THE S.E. 1/4 OF SAID SECTION 1, SAID POINT ALSO BEING ON THE SOUTH BOUNDARY OF "TREE HAVEN REVISED", AS PER PLAT THEREOF RECORDED IN PLAT BOOK G, PAGE 76, PUBLIC RECORDS OF MARION COUNTY, FLORIDA; THENCE DEPARTING SAID NORTHEASTERLY RIGHT OF WAY LINE, S.89°08'24"E., ALONG SAID SOUTH BOUNDARY, A DISTANCE OF 1197.35 FEET TO A POINT ON THE AFORESAID WEST RIGHT OF WAY LINE OF N.W. MARTIN LUTHER KING, JR. AVENUE; THENCE S.00°15'57"W., ALONG SAID WEST RIGHT OF WAY

LINE, A DISTANCE OF 902.43 FEET TO THE POINT OF BEGINNING.

C0.0 - COVER SHEET

C1.0 - GENERAL NOTES

C2.0 - EROSION CONTROL PLAN

C2.1 - EROSION CONTROL DETAILS

C3.0 - EXISTING CONDITIONS AND DEMOLITION PLAN

C4.0 - MASTER SITE PLAN

C4.1 - SITE PLAN

C5.0 - MASTER DRAINAGE PLAN

C5.1 - PAVING GRADING AND DRAINAGE PLAN

C5.2 - POND DETAILS

C6.0 - UTILITY PLAN

C6.1 - LIFT STATION DETAILS

C7.0 - CONSTRUCTION DETAILS

C7.1 - CONSTRUCTION DETAILS

C8.0 - UTILITY DETAILS

C8.1 - UTILITY DETAILS

C8.2 - UTILITY DETAILS

C8.3 - UTILITY DETAILS

C9.0 - OFF-SITE IMPROVEMENTS

C9.1 - OFF-SITE UTILITY EXTENSIONS

L1.0 - LANDSCAPE PLAN

L1.1 - LANDSCAPE DETAILS

S1.1 TO S1.3 - SURVEY (BY OTHERS)

DRAWING INDEX

SHEET TITLE

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LAND USE DEVELOPMENT DATA

PARCEL ID: 21448-001-00

ZONING: G-U GOVERNMENTAL USE

FUTURE LAND USE: PUBLIC

GENERAL CHARACTER OF DEVELOPMENT

CONSTRUCTION OF A CONSOLIDATED FLEET MANAGEMENT FACILITY WITH ASSOCIATED PARKING, STORMWATER CONVEYANCE, DRAINAGE RETENTION AREAS, WATER AND SEWER UTILITIES, FUELING AREA, AND OFF-SITE ROADWAY IMPROVEMENTS. THE PROJECT INCLUDES A ±58,576 SF SINGLE STORY FLEET MAINTENANCE BUILDING, ±2,000 SF SINGLE-STORY ISO BUILDING, AND ±162 SF FUEL SUPPORT BUILDING.

PARCEL AREA: ±18.75 ACRES

PROJECT AREA: ±18.75 ACRES

IMPERVIOUS AREA: 8.95 ACRES (SEE SURFACE DATA TABLE ON SHEET C4.0)

WATER

POTABLE WATER WILL BE PROVIDED BY CITY OF OCALA.

SEWER

WASTEWATER WILL BE PROVIDED BY CITY OF OCALA.

GARBAGE

SOLID WASTE PICKUP WILL BE PROVIDED BY THE CITY OF OCALA.

FEMA DESIGNATION

THE PROJECT IS LOCATED WITHIN FLOOD ZONE "X" (AN AREA OF MINIMAL FLOODING) BASED ON THE FEMA FLOOD INSURANCE RATE MAP, FOUND IN COMMUNITY PANEL NUMBER 12083C 0509 E, EFFECTIVE APRIL 19, 2017.

ROADWAYS, DRAINAGE, AND COMMON AREAS

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

AREAS OF THE PROJECT.

EASEMENTS

ALL EASEMENTS ARE DESIGNATED ON THE PLANS.

TREE LOCATION

TREE LOCATIONS ARE NOTED ON THE PLANS.

BASIS OF BEARING

THE FIELD MEASURED BEARINGS DEPICTED HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM (WEST ZONE) NAD-83, (1990 ADJUSTMENT), IN WHICH THE THE EAST BOUNDARY OF THE S.E. 1/4 OF

SECTION 1, TOWNSHIP 15 SOUTH, RANGE 21 EAST; BEARS: S.00°15'57"W.

VERTICAL DATUM

THE VERTICAL DATUM ESTABLISHED FOR THIS SURVEY WAS BASED ON N.G.S. CONTROL POINT "0117 RESET", PUBLISHED ELEVATION =74.51', NAVD-88.

PERMITS

THIS PROJECT WILL REQUIRE ADDITIONAL PERMITS FROM:

- ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

- FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

TRAFFIC STUDY

REFER TO THE TRAFFIC ASSESSMENT PREPARED BY KIMLEY-HORN.

ADDITIONAL NOTES

1. TOPOGRAPHIC AND OTHER DATA IS BASED ON A SURVEY BY PREECE LAND SURVEYING, INC.. DATED

SEPTEMBER 21, 2023. TOPOGRAPHY SHALL BE VERIFIED PRIOR TO CONSTRUCTION.

2. ALL ON-SITE POTABLE WATER, SANITARY SEWER, AND STORMWATER INFRASTRUCTURE TO BE PRIVATELY

MAINTAINED.

3. ALL LIGHTING SHALL BE SHIELDED TO NOT CAST GLARE ONTO ADJACENT PROPERTY.

4. NO SITE WORK SHALL BE CONDUCTED PRIOR TO OBTAINING A SITE PERMIT FROM THE CITY. CALL THE CITY GROWTH MANAGEMENT DEPARTMENT AT 352-629-8421 TO SCHEDULE THE PRE-CONSTRUCTION MEETING WHICH MUST BE HELD BEFORE INSTALLING ANY REQUIRED EROSION CONTROLS OR OBTAINING ANY SITE

PERMITS. LDR 102-312, 122-217 (3) (CC), 118-53 (G)

5. OWNER WILL MAINTAIN THE ONSITE STORM SYSTEM PER LDR 102-319. ALL STORM WATER MANAGEMENT SYSTEMS SHALL BE COMPLETED PRIOR TO THE CONSTRUCTION OF IMPERVIOUS AREAS. LDR102-312, 122-217

(3)(CC).

6. ALL MATERIALS, MACHINERY AND VEHICLES SHALL BE STORED ON-SITE IN AN ORDERLY, ORGANIZED FASHION.

7. ALL AREAS DISTURBED BY THE CONSTRUCTION OF THIS PROJECT WHICH ARE NOT OTHERWISE PAVED SHALL BE IMMEDIATELY SODDED (OR SEEDED IF SPECIFICALLY NOTED) FOLLOWING FINAL GRADING. ALLOW FOR THICKNESS OF SOD WITH A 2-INCH UNDERCUT. SOD SHALL BE ARGENTINE BAHIA AND SHALL BE REFULARLY

WATERED BY THE CONTRACTOR THROUGHOUT THE CONSTRUCTION DURATION.

GENERAL NOTES

STATEMENT OF MAINTENANCE:

I HEREBY CERTIFY THAT I, MY SUCCESSORS AND

ASSIGNS SHALL PERPETUALLY MAINTAIN THE

IMPROVEMENTS AS SHOWN ON THE APPROVED SITE

PLAN.

JARED GOODSPEED DATE

AUTHORIZED AGENT

MARION COUNTY FACILITIES MANAGEMENT

SEWER VERIFICATION STATEMENT:

BY APPROVAL OF THIS SITE PLAN THE DEVELOPER HEREBY ACKNOWLEDGES THAT THE LOCATION AND ELEVATION OF THE CITY’S SEWER SERVICE HAS NOT BEEN VERIFIED AND HEREBY ACCEPTS FULL

RESPONSIBILITY FOR ANY COSTS OR DELAYS INCURRED IN THE LOCATION, INSTALLATION OR

CONNECTION THERETO. THE OWNER FURTHER UNDERSTANDS THAT ANY SERVICE LOCATIONS

PROVIDED BY THE CITY ARE FROM THE BEST AVAILABLE RECORDS AND THAT THE CITY IN NO

CASE WILL BE HELD LIABLE FOR ANY CONSEQUENCES RESULTING FROM THE SERVICE BEING AT THE

WRONG ELEVATION OR NOT BEING WHERE SPECIFIED INCLUDING ANY DELAYS TO REMEDY THE

SITUATION. THE OWNER FURTHER AGREES TO EXCAVATE THE SERVICE PRIOR TO ANY CONSTRUCTION ON THE SITE AND TO PROVIDE THE WATER AND SEWER DEPARTMENT (352) 351-6772 WITH THE ACTUAL

LOCATION AND ELEVATION OF THE SERVICE, RELATIVE TO THE

DOWNSTREAM MANHOLE.

JARED GOODSPEED DATE

AUTHORIZED AGENT

MARION COUNTY FACILITIES MANAGEMENT

CABLE

COX

BRYAN WILLIAMS

(352) 966-8107

PERMIT / BID DOCUMENTS

SUBMITTAL

STATE OF FLORIDA,

PROFESSIONAL ENGINEER,

LICENSE NO. 80478

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY

SCOTT E. WEEKS, P.E. ON THE

DATE INDICATED HERE.

SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

SCOTT E. WEEKS, P.E.

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