ITN_GRM260862_Development_of_Catalytic_Opportunity_Site_Lot_5_Downtown_Ocala__Exhibit_G__Boundary_Survey.pdf

SYMBOLOGY LEGEND:

= BOLLARD

= SEWER CLEAN-OUT

= FIRE HYDRANT

= LIGHT POLE (METAL / WOOD)

= LIGHT POLE: APPROXIMATE - SEE NOTE 13

= MAILBOX

= MANHOLE - DRAINAGE

= MANHOLE - SANITARY SEWER

= MANHOLE - TELEPHONE

= METER - WATER

= POWER POLE

= SIGNAL STRAIN POLE

= SIGN - SINGLE-POLE

= VALVE COVER - WATER

= PULL BOX: USE VARIES

= PULL BOX: APPROXIMATE - SEE NOTE 13

= BLOCK IDENTIFICATION

ABBREVIATIONS:

N. = NORTH

E. = EAST

S. = SOUTH

W. = WEST

(P) = DATA PER REFERENCE TO PLAT

(R) = DATA PER REFERENCE TO RECORD INFORMATION

L:# = REFERENCE TO A LINE DATA TABLE

RCP = REINFORCED CONCRETE PIPE

LINETYPE LEGEND:

= BOUNDARY LINE

= RIGHT-OF-WAY LINE

= RIGHT-OF-WAY LINE - FORMER

= CENTERLINE

= LOT LINE

= TIE LINE

= UTILITY LINE - AERIAL

= GRADE BREAK

= UPDATED IMPROVEMENT: SEE NOTE 13

P R

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SHEET 01 OF 04

1. THIS BOUNDARY SURVEY WAS PREPARED FOR THE PURPOSE OF RENDERING A PROFESSIONAL OPINION AS TO THE LOCATION OF THE RECORD TITLE BOUNDARY LINES

OF THE SUBJECT PROPERTY DESCRIBED HEREON; DETERMINING THE HORIZONTAL LOCATION OF VISIBLE FIXED IMPROVEMENTS LYING WITHIN, IN NEAR PROXIMITY TO

AND / OR CROSSING THE BOUNDARY LINES OF THE SUBJECT PROPERTY; AND TO FACILITATE THE SUBSEQUENT CONVEYANCE OF SURPLUS LANDS FOR WHICH TITLE IS

CURRENTLY VESTED INTO THE CITY OF OCALA, A MUNICIPAL CORPORATION OF THE STATE OF FLORIDA.

2. ALL RECORDING DATA DEPICTED AND / OR NOTED HEREON REFERENCES THE PUBLIC RECORDS OF MARION COUNTY, FLORIDA, UNLESS SPECIFIED TO THE CONTRARY.

3. THIS SURVEY HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH TITLE AND, AS SUCH, MAY NOT SHOW CURRENT OWNERSHIP, ENCUMBRANCES OR

OTHER MATTERS OF RECORD.

4. THE LEGAL DESCRIPTION OF THE SUBJECT PROPERTY APPEARING HEREON WAS PREPARED WITH THE BENEFIT OF THE PROPERTY DESCRIPTION CONTAINED IN THE

PROPERTY RECORD CARD ASSOCIATED WITH MARION COUNTY PARCEL ACCOUNT 2823-058-000, SAID PROPERTY DESCRIPTION APPEARS TO BE GENERALLY SUPPORTED

BY THE DESCRIPTION OF PARCEL NO. 2 OF THE DEED RECORDED IN OFFICIAL RECORDS BOOK 251, PAGE 62, HOWEVER, SAID DESCRIPTION OF PARCEL NO. 2 IS VAGUE

IN THAT IT CONVEYS “ALL INTEREST OF MARION COUNTY, IN AND TO BLOCK 58, OLD SURVEY…” WHICH IS NOT SPECIFICALLY DEFINED AND MAKES NO MENTION OF ANY

EXCEPTIONS (I.E., “THE NORTH 10 FEET” AND “THE SOUTH 20 FEET”) FOR ADDITIONAL RIGHT-OF-WAY AS REFERENCED IN THE AFOREMENTIONED PROPERTY

DESCRIPTION; THAT SAID, INFORMATION SHOWN ON THE MAP OF BLOCK 58 OF THE “OLD SURVEY”, AS FOUND IN THE “ASSESSOR’S BLOCK BOOK” REFERENCED IN NOTE

11.D, APPEARS TO CONFIRM THESE TWO APPARENT EXCEPTIONS TO TITLE; CONSEQUENTLY, THE LEGAL DESCRIPTION APPEARING HEREON IS BELIEVED TO

ACCURATELY DESCRIBE THE SURPLUS PARCEL OF LAND PROPOSED FOR CONVEYANCE BY THE CITY OF OCALA; HOWEVER, VALIDATION OF THE LEGAL DESCRIPTION

THROUGH AN APPROPRIATE TITLE SEARCH IS RECOMMENDED PRIOR TO THE FORMAL CONVEYANCE OF TITLE.

5. BEARINGS AND DISTANCES SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM (WEST ZONE), NORTH AMERICAN DATUM (NAD) OF 1983

(2011 ADJUSTMENT), AS DETERMINED FROM REAL TIME KINEMATIC (RTK) OBSERVATIONS UTILIZING BOTH GLOBAL POSITIONING SYSTEM (GPS) AND GLOBAL NAVIGATION

SATELLITE SYSTEM (GLONASS) SATELLITE CONSTELLATIONS, THE CORRECTIONS TO WHICH WERE RECEIVED FROM THE FLORIDA PERMANENT REFERENCE NETWORK

(FPRN) AS OPERATED AND MAINTAINED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) WITH ACCEPTABLE INDEPENDENT CHECKS MADE TO OFFSITE

HORIZONTAL CONTROL STATIONS PREVIOUSLY ESTABLISHED BY THE SURVEY DIVISION OF THE OCALA CITY ENGINEER’S OFFICE, FROM WHICH THE SOUTH LINE OF THE

SUBJECT PROPERTY, AS SHOWN AND MONUMENTED HEREON, BEARS N89°36’10”W.

6. THE HORIZONTAL LOCATION OF FEATURES INCLUDED IN THIS SURVEY WAS ACHIEVED VIA CONVENTIONAL SURVEY METHODOLOGIES TO INDEPENDENTLY VERIFY THE

HORIZONTAL DISTANCE BETWEEN CONTROL POINTS ESTABLISHED FOR THE EXECUTION OF THIS SURVEY, UTILIZING AN ELECTRONIC TOTAL STATION TO

SUBSEQUENTLY CONDUCT RADIAL TOPOGRAPHIC SURVEY MEASUREMENTS RESULTING IN AN EXPECTED HORIZONTAL ACCURACY OF +/- 0.05 FEET TO THE LOCATED

FEATURES SHOWN HEREON.

7. THE ORIGINAL WIDTH OF N.E. 1ST STREET AND N.E. 2ND STREET (FORMERLY NORTH 1ST STREET AND NORTH 2ND STREET, RESPECTIVELY) WAS 1 CHAIN (66 FEET) AS

ESTABLISHED BY AND SHOWN ON THE PLAT OF OLD SURVEY OF OCALA (“COUNTY SITE OF MARION COUNTY” - SEE NOTE 12.V); THE ORIGINAL WIDTH OF N.E. 1ST AVENUE

AND N. MAGNOLIA AVENUE (FORMERLY MAIN STREET AND FREEMONT STREET, RESPECTIVELY) WAS 1-1/2 CHAINS (99 FEET); THE WIDTH OF SUCH STREETS WERE

SUBSEQUENTLY REDUCED (FROM 66 FEET TO 40 FEET AND FROM 99 FEET TO 59 FEET) BY OFFICIAL ACTION OF THE MARION COUNTY BOARD OF COUNTY

COMMISSIONERS ON APRIL 6, 1847, THE RECORD OF WHICH IS DOCUMENTED IN MINUTES VOLUME 1, AT PAGE 28, PUBLIC RECORDS OF MARION COUNTY, FLORIDA, PRIOR TO THE INCORPORATION OF THE CITY OF OCALA IN 1868.

8. THE LOTS LYING WITHIN THE BLOCKS CREATED BY THE PLAT OF OLD SURVEY OF OCALA (“COUNTY SITE OF MARION COUNTY” - SEE NOTE 11.C); APPEAR TO HAVE BEEN

CREATED AFTER THE INITIAL SURVEY (PLATTING) BY UNKNOWN ACTION VIA SEPARATE INSTRUMENT(S), HOWEVER, IT IS CURRENTLY UNKNOWN WHETHER THE LOTS

WERE CREATED BEFORE OR AFTER THE RIGHTS-OF-WAY WIDTH REDUCTION REFERENCED IN NOTE 7; AS SUCH, THE INTERIOR LINES DIVIDING LOTS 1 THROUGH 4, INCLUSIVE, OF BLOCK 58, HAVE BEEN DETERMINED IN THE LOCATION SHOWN ON THE MAP OF BLOCK 58 OF THE “OLD SURVEY” AS FOUND IN THE “ASSESSOR’S BLOCK

BOOK” (SEE NOTE 11.D) WHICH RESULT IN FOUR EQUAL-SIZED LOTS AS CREATED BY ESTABLISHING INTERSECTING LINES THAT CONNECT THE MID-POINT ALONG EACH

SIDE OF BLOCK 58 TO THE OPPOSITE MID-POINT BASED ON THE AMENDED BLOCK LENGTH THAT RESULTS FOLLOWING SAID RIGHTS-OF-WAY WIDTH REDUCTION

(RESULTING IN AN “AMENDED BLOCK 58”); THAT SAID, IN THE PARTICULAR CASE OF BLOCK 58, THE LOCATION OF THE INTERIOR LINES OF THE LOTS THEREIN BASED ON

THE “AMENDED BLOCK 58” ARE COINCIDENT WITH THE LOCATION OF THE INTERIOR LINES OF THE LOTS THEREIN BASED ON THE “ORIGINAL BLOCK 58”, THE ONLY

DIFFERENCE BETWEEN THE TWO BEING THE OUTWARDLY EXTENSION TO INTERSECT THE AMENDED RIGHT-OF-WAY LINES FOLLOWING THE REDUCTION OF SAID

RIGHT-OF-WAY WIDTHS.

9. ACCORDING TO FLOOD INSURANCE RATE MAP (FIRM) NO. 12083C0509E (VERSION 2.3.3.2), AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), COMMUNITY 120330, PANEL 0509, SUFFIX E, EFFECTIVE DATE: APRIL 19, 2017, THE PROPERTY DESCRIBED HEREON APPEARS TO LIE IN ZONE “X” (AREAS OF MINIMAL

FLOOD HAZARD).

10. OWNERSHIP AND PARCEL ACCOUNT INFORMATION DEPICTED AND / OR NOTED HEREON WAS OBTAINED FROM THE PUBLIC RECORD PROPERTY DATABASE OPERATED

AND MAINTAINED BY THE OFFICE OF THE MARION COUNTY PROPERTY APPRAISER.

11. DURING THE COURSE OF PREPARING THIS SURVEY, THE FOLLOWING DATA AND RECORD SOURCES WERE USED IN RENDERING AN OPINION AS TO THE LOCATION OF

THE BOUNDARIES OF RECORD TITLE FOR THE SUBJECT PARCEL:

A. THE DEED RECORDED IN OFFICIAL RECORDS BOOK 251, AT PAGE 62 (AS TO THE SUBJECT PARCEL);

B. THE PLAT OF THE OLD SURVEY OF OCALA (“COUNTY SITE OF MARION COUNTY”) AS RECORDED IN PLAT BOOK E, PAGE 1;

C. THE PLAT OF THE “OLD SURVEY” AND “NEW SURVEY” OF OCALA AS RECORDED IN PLAT BOOK E, PAGE 2;

D. THE MAP OF BLOCKS 42 THROUGH 44, INCLUSIVE; BLOCKS 57 THROUGH 59, INCLUSIVE; AND BLOCKS 62 THROUGH 64, INCLUSIVE, OF THE “OLD SURVEY” AS FOUND

IN THE “ASSESSOR’S BLOCK BOOK” (PAGES UNNUMBERED) ON FILE IN THE OFFICE OF THE CITY OF OCALA REAL ESTATE DIVISION.

E. THE PROPERTY RECORD CARD OF PARCEL ACCOUNTS 2823-058-000 AS OBTAINED FROM THE ONLINE MAPPING SYSTEM OPERATED AND MAINTAINED BY THE OFFICE

OF THE MARION COUNTY PROPERTY APPRAISER.

12. THE MAP OF BLOCK 58 OF THE “OLD SURVEY” AS FOUND IN THE “ASSESSOR’S BLOCK BOOK” REFERENCED IN NOTE 11.D, CONFIRMS THE EXCEPTION OF THE NORTH 10

FEET THEREOF AS ADDITIONAL RIGHT-OF-WAY FOR N.E. 2ND STREET AND THE SOUTH 20 FEET THEREOF AS ADDITIONAL RIGHT-OF-WAY FOR N.E. 1ST STREET; IN

ADDITION, SAID MAP ALSO SHOWS BLOCK 58 AS A FORMER SITE OF THE POST OFFICE.

13. THIS SURVEY SHOWS VISIBLE FIXED IMPROVEMENTS AND VISIBLE EVIDENCE OF UNDERGROUND UTILITIES LYING WITHIN, IN NEAR PROXIMITY TO AND/OR CROSSING THE

BOUNDARY LINES OF THE SUBJECT PROPERTY AS PREVIOUSLY OBSERVED IN FEBRUARY OF 2013, DURING THE PREPARATION OF A TOPOGRAPHIC SURVEY OF THE

CONCORD PARKING LOT PURSUANT TO SURVEY WORK ORDER NO. 10504-B AS DOCUMENTED IN FIELD BOOK 570, PAGES 01 THROUGH 06, AND PAGES 62 THROUGH 65, INCLUSIVE; THE IMPROVEMENT FEATURES SHOWN HEREON IN GRAYSCALE REPRESENT THOSE FEATURES THAT HAVE BEEN SUBSEQUENTLY MODIFIED BY VIRTUE OF

THE “MAGNOLIA AVENUE ONE LANING” IMPROVEMENT PROJECT BY THE CITY OF OCALA, PROJECT #48, FINANCIAL PROJECT IDENTIFICATION 018611-1-11-11, DATED JULY

17, 2020, WHICH ARE SHOWN ACCORDING TO THE LOCATION DEPICTED IN THE DESIGN PLANS AND WERE NOT LOCATED DURING THE PREPARATION OF THIS SURVEY;

IMPROVEMENTS, UTILITIES, AND / OR ENCROACHMENTS, IF ANY, THAT LIE UNDERGROUND AND ARE CONCEALED FROM VIEW WERE NOT LOCATED EXCEPT AS MAY BE

SHOWN HEREON.

14. DIGITAL COPIES OF THIS SURVEY ARE INVALID WITHOUT THE ELECTRONIC SIGNATURE OF THE FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER LISTED

HEREON THAT IS DIGITALLY AUTHENTICATED; PRINTED COPIES OF THIS SURVEY ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND RAISED SEAL OF THE

FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER LISTED HEREON.

15. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY ANY ENTITY OTHER THAN THE SIGNING PARTY ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING

PARTY.

DESCRIPTION (SEE NOTE 4):

ALL OF BLOCK 58, OLD SURVEY OF OCALA, ACCORDING TO THE PLAT THEREOF RECORDED

IN PLAT BOOK E, PAGE 1, OF THE PUBLIC RECORDS OF MARION COUNTY, FLORIDA;

LESS AND EXCEPT THE NORTH 10 FEET THEREOF FOR ROAD RIGHT-OF-WAY;

AND LESS AND EXCEPT THE SOUTH 20 FEET THEREOF FOR ROAD RIGHT-OF-WAY.

NOTES:

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VICINITY MAP

0' 325' 650'

SCALE: 1" = 650'

SEE SHEET 2 FOR BOUNDARY DATA; SEE SHEET 3 FOR DETAIL OF EXISTING IMPROVEMENTS; SEE SHEET 4 FOR AERIAL PHOTOGRAPHIC EXHIBIT

SITE

BOUNDARY SURVEY

CONVEYANCE OF SURPLUS LANDS

MARION COUNTY PARCEL 2853-058-000

(CONCORD PARKING LOT)

o c a l a f l o r g

P

W S

D s d

P

W S u r v e y W

O R

K

O

R D

E R

S S u r v e y s G r o w t h a n a g e m e n t

C o n c o r d r k i n g

L o t d w g b o u n d a r y d w g

C o v e r

A

M

N O

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BE

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3, L E

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W

D

E

EXCEPTION: THE NORTH 10 FEET OF BLOCK 58

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N.E. 2ND STREET

(50' WIDE PUBLIC RIGHT-OF-WAY)

(FORMERLY NORTH 2ND STREET)

LOT 4

LOT 3

LOT 2

LOT 1

LOT 3

LOT 2

LOT 3LOT 4

LOT 3

LOT 4

LOT 1

LOT 9

OLD SURVEY OF OCALA

PLAT BOOK E, PAGE 1

HOLDER'S

SUBDIVISION

(WEST HALF OF BLOCK 57)

PLAT BOOK A, PAGE 134

MARION COUNTY PARCEL 2853-058-000

(OFFICIAL RECORDS BOOK 251, PAGE 62)

N.E. 1ST STREET

(60' WIDE PUBLIC RIGHT-OF-WAY)

(FORMERLY NORTH 1ST STREET)

SET NAIL & DISK

STAMPED: COO PSM 5558

SET NAIL & DISK

STAMPED: COO PSM 5558

SET NAIL & DISK

STAMPED: COO PSM 5558

SET NAIL & DISK

STAMPED: COO PSM 5558

FOUND DRILL HOLE

[NO IDENTIFICATION]

FOUND NAIL & DISK

STAMPED: MOORHEAD ENGINEERING CO.

LB 315

FOUND BROKEN NAIL IN CONCRETE

[NO IDENTIFICATION]

FOUND NAIL & DISK

STAMPED: CITY OF OCALA PSM 5756

0.06' S., 0.39' W.

THEORETICAL CORNER

(NOT SET)

THEORETICAL CORNER

(NOT SET)

THEORETICAL CORNER

(NOT SET)

THEORETICAL CORNER

(NOT SET)

THEORETICAL CORNER

(NOT SET)

THEORETICAL CORNER

(NOT SET)

THEORETICAL CORNER

(NOT SET)

THEORETICAL CORNER

(NOT SET)

99' (R)

R

R

99' (R)

99' (R)

99' (R)

R

99' (R)

R

R

99' (R)

R

119' (R)

119' (R)

119' (R)

119' (R)

119' (R)

119' (R)

F O

U

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M O

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H E

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R I N

G

C

FOUND NAIL & DISK STAMPED:

MOORHEAD ENGINEERING CO. LB 315

F O

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M P

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H E

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I N

E E

R I

G

N

E

FOUND DRILL HOLE

[NO IDENTIFICATION]

FOUND DRILL HOLE [NO IDENTIFICATION]

0.02' N., 0.99' W.

THEORETICAL CORNER

(NOT SET)

THEORETICAL CORNER

(NOT SET)

EXCEPTION: THE SOUTH 20 FEET OF BLOCK 58

FOUND 4" X 4" CONCRETE MONUMENT WITH DISK

STAMPED: MOORHEAD ENGINEEERING CO. LB 315

0' 10' 20' 40'

GRAPHIC SCALE (IN FEET)

SCALE 1" = 20'

LOT 3

LOT 2

FOUND NAIL & DISK

STAMPED: ROGERS ENGINEERING LB 4709

FOUND NAIL & DISK STAMPED:

MOORHEAD ENGINEERING CO. LB 315

FOUND NAIL & DISK

STAMPED: PLS 3005

E

N U

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B

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H T

O

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A Y

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M E

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A

N

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E E

T

LOT 4

LOT 1

LOT 4

FOUND TACK IN CONCRETE

[NO IDENTIFICATION]

FOUND NAIL & DISK STAMPED:

CITY OF OCALA PSM 5756

FOUND 4" X 4" CONCRETE MONUMENT

[NO IDENTIFICATION]

FOUND NAIL & DISK

STAMPED: LB 5916

N

C

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E

N U

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B

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A Y

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LOT 1

LOT 2

LOT 3

LOT 4

FOUND 5/8" COPPER COATED ROD

[NO IDENTIFICATION]

FOUND NAIL & DISK

STAMPED: MOORHEAD ENGINEERING CO.

LB 315

HOLDER'S SUBDIVISION

(WEST HALF OF BLOCK 57)

PLAT BOOK A, PAGE 134

LOT 2

FOUND BASE OF BROKEN

4" X 4" CONCRETE MONUMENT

[NO IDENTIFICATION]

N.E. 3RD STREET

(50' WIDE PUBLIC RIGHT-OF-WAY)

(FORMERLY NORTH 3RD STREET)

LOT 2

LOT 1

FOUND NAIL & DISK

STAMPED: CITY OF OCALA PSM 5756

N.E. 3RD STREET

(50' WIDE PUBLIC RIGHT-OF-WAY)

(FORMERLY NORTH 3RD STREET)

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BOUNDARY SURVEY

CONVEYANCE OF SURPLUS LANDS

MARION COUNTY PARCEL 2853-058-000

(CONCORD PARKING LOT)

R E

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SHEET 02 OF 04

SEE SHEET 1 FOR DESCRIPTION & NOTES; SEE SHEET 3 FOR DETAIL OF EXISTING IMPROVEMENTS; SEE SHEET 4 FOR AERIAL PHOTOGRAPHIC EXHIBIT o c a l a f l o r g

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B o u n d a r y

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2' CONCRETE CURB & GUTTER (TYPICAL)

2' CONCRETE CURB & GUTTER (TYPICAL)

L

A

N

D

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CONCRETE

ISLAND

STORM INLET

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

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CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

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O N

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T E

D R

I V

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O N

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D R

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A Y

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R O

N

CONCRETE

DRIVEWAY APRON

CONCRETE PAVEMENT

CONCRETE PAVEMENT

CONCRETE PAVEMENT

CONCRETE PAVEMENT

CURB

RAMP

CURB

RAMP

CURB

RAMP

CURB

RAMP

CURB

RAMP

CURB

RAMP

CURB

RAMP

CURB

RAMP

CURB

RAMP

CURB

RAMP

ASPHALT PARKING LOT

ASPHALT PARKING LOT

ASPHALT PARKING LOT

ASPHALT PARKING LOT

ASPHALT PARKING LOT

ASPHALT PARKING LOT

CURB

RAMP

CURB

RAMP

C O

N C

R E

L

K

C O

N C

R E

L

K C

O N

C R

E

L

K

CONCRETE

ISLAND

ASPHALT ROADWAY

ASPHALT ROADWAY

ASPHALT ROADWAY

ASPHALT ROADWAY

A S

P H

A

A

D W

A Y

A S

P H

A

A

D W

A Y

A S

P H

A

A

D W

A Y

A S

P H

A

A

D W

A Y

CONCRETE

WALK

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

P L A

N T

E R

P L A

N T

E R

P L A

N T

E R

P L A

N T

E R

P L A

N T

E R

P L A

N T

E R

P L A

N T

E R

P L A

N T

E R

C O

N C

R E

L

K

C O

N C

R E

L

K

R A

M P

STORM INLET

CURB INLET

STORM INLET

CURB INLET

P

P

P

24" RCP

18" RCP

CONCRETE

DRIVEWAY APRON

PLANTER

(TYPICAL)

CONCRETE

WALK

CONCRETE

WALK

CURB

RAMP

C O

N C

R E

L

K

CURB

RAMP

CURB

RAMP

CURB

RAMP

C O

N C

R E

L

K

N

C R

E

R

B

T

Y P

I C

A L

N

C R

E

R

B

T

Y P

I C

A L

N

C R

E

R

B

T

Y P

I C

A L

6" CONCRETE CURB (TYPICAL)

N

C R

E

R

B

T

Y P

I C

A L

N

C R

E

R

B

T

Y P

I C

A L

6" CONCRETE CURB (TYPICAL)

6" CONCRETE CURB (TYPICAL)

2' CONCRETE CURB & GUTTER (TYPICAL)

2' CONCRETE CURB & GUTTER (TYPICAL)

2' CONCRETE CURB & GUTTER (TYPICAL)

N

C R

E

T

T

Y P

I C

A L

N

C R

E

T

T

Y P

I C

A L

N

C R

E

T

T

Y P

I C

A L

N

C R

E

T

T

Y P

I C

A L

N

C R

E

T

T

Y P

I C

A L

N

C R

E

T

T

Y P

I C

A L

2' CONCRETE CURB & GUTTER (TYPICAL)

N

C R

E

T

T

Y P

I C

A L

N

C R

E

R

B

W

A L

L

T

Y P

I C

A L

N

C R

E

R

B

W

A L

L

N

C R

E

R

B

W

A L

L

N

C R

E

R

B

W

A L

L

6" CONCRETE

CURB / WALL

CURB

RAMP

6" CONCRETE CURB (TYPICAL)

ELECTRIC METER

& CONTROL PANEL

ELECTRIC

SERVICE CABINET

PAD-MOUNTED

TRANSFORMER

F E

N

C

L O

S E

D

D U

M P

S T

D

2' CONCRETE CURB & GUTTER (TYPICAL)

N

M

A G

N O

L

E

N U

E

B

L

G

H T

O

F W

A Y

F

O R

M E

R

E

M O

R

E E

T

N

E

N U

E

B

L

G

H T

O

F W

A Y

F

O R

M E

R

R

E E

T

N.E. 2ND STREET

(50' WIDE PUBLIC RIGHT-OF-WAY)

(FORMERLY NORTH 2ND STREET)

LOT 4

LOT 3

LOT 2

LOT 1

OLD SURVEY OF OCALA

PLAT BOOK E, PAGE 1

HOLDER'S

SUBDIVISION

(WEST HALF OF BLOCK 57)

PLAT BOOK A, PAGE 134

N.E. 1ST STREET

(60' WIDE PUBLIC RIGHT-OF-WAY)

(FORMERLY NORTH 1ST STREET)

0' 10' 20' 40'

GRAPHIC SCALE (IN FEET)

SCALE 1" = 20'

LINETYPE LEGEND:

= BOUNDARY LINE

= RIGHT-OF-WAY LINE

= RIGHT-OF-WAY LINE - FORMER

= CENTERLINE

= LOT LINE

= TIE LINE

= UTILITY LINE - AERIAL

= GRADE BREAK

= UPDATED IMPROVEMENT: SEE NOTE 13

SYMBOLOGY LEGEND:

= BOLLARD

= SEWER CLEAN-OUT

= FIRE HYDRANT

= LIGHT POLE (METAL / WOOD)

= LIGHT POLE: APPROXIMATE - SEE NOTE 13

= MAILBOX

= MANHOLE - DRAINAGE

= MANHOLE - SANITARY SEWER

= MANHOLE - TELEPHONE

= METER - WATER

= POWER POLE

= SIGNAL STRAIN POLE

= SIGN - SINGLE-POLE

= VALVE COVER - WATER

= PULL BOX: USE VARIES

= PULL BOX: APPROXIMATE - SEE NOTE 13

= BLOCK IDENTIFICATION

ABBREVIATIONS:

N. = NORTH

E. = EAST

S. = SOUTH

W. = WEST

(P) = DATA PER REFERENCE TO PLAT

(R) = DATA PER REFERENCE TO RECORD INFORMATION

L:# = REFERENCE TO A LINE DATA TABLE

RCP = REINFORCED CONCRETE PIPE

P R

E P

A R

C

IT

Y O

F O

C A

LA

C

IT

Y

E N

G

IN

E E

R 'S

O F

F

IC

E

SU

R V

E Y

D

IV

IS

IO

N

N

E

T

H

A

V E

N

I L

D I N

G

A

L A

F

L O

R I

V

O I C

F

A X

P R

E P

A R

R

G R

O W

TH

M

A N

A G

E M

E N

T D

E

PA

R

TM

E N

T

I M

P R

O V

E M

E N

T

A I L

S

H E

E T

BOUNDARY SURVEY

CONVEYANCE OF SURPLUS LANDS

MARION COUNTY PARCEL 2853-058-000

(CONCORD PARKING LOT)

R E

V I S

I O

N S

N O

B Y

D

A T

S

C R

I P

T I O

N

P R

O J E

T

A

S E

C T

I O

N

T O

W N

S H

I P

R

A N

G E

S

E

F I

M

B E

R

W O

D

E R

N A

V D

R K

R D

R A

W N

D A

T E

F I E

O

K

H O

R I Z

O N

T A

L

D

A T

U M

C H

E C

K E

D

S C

A L E

F I E

O

K

V E

R T

I C

A L

D

A T

U M

N

A V

D

R K

R

SHEET 03 OF 04

SEE SHEET 1 FOR DESCRIPTION & NOTES; SEE SHEET 2 FOR BOUNDARY DATA; SEE SHEET 4 FOR AERIAL PHOTOGRAPHIC EXHIBIT o c a l a f l o r g

P

W S

D s d

P

W S u r v e y W

O R

K

O

R D

E R

S S u r v e y s G r o w n a g e m e n t

C o n c o r k i n g

L o t d w g b o u n d a r y d w g

I m p r o v e m e n t s

LOT 4

LOT 3

LOT 2

LOT 1

P R

E P

A R

C

IT

Y O

F O

C A

LA

C

IT

Y

E N

G

IN

E E

R 'S

O F

F

IC

E

SU

R V

E Y

D

IV

IS

IO

N

N

E

T

H

A

V E

N

I L

D I N

G

A

L A

F

L O

R I

V

O I C

F

A X

P R

E P

A R

R

G R

O W

TH

M

A N

A G

E M

E N

T D

E

PA

R

TM

E N

T

A E R

I

O T O

G R

A P H

X H

I B I T

R E

V I S

I O

N S

N O

B Y

D

A T

S

C R

I P

T I O

N

P R

O J E

T

A

S E

C T

I O

N

T O

W N

S H

I P

R

A N

G E

S

E

F I

M

B E

R

W O

D

E R

N A

V D

R K

R D

R A

W N

D A

T E

F I E

O

K

H O

R I Z

O N

T A

L

D

A T

U M

C H

E C

K E

D

S C

A L E

F I E

O

K

V E

R T

I C

A L

D

A T

U M

N

A D

R K

R

SHEET 04 OF 04

SEE SHEET 1 FOR DESCRIPTION & NOTES; SEE SHEET 2 FOR BOUNDARY DATA; SEE SHEET 3 FOR DETAIL OF EXISTING IMPROVEMENTS

AERIAL PHOTOGRAPHY SHOWN HEREON OBTAINED FROM IMAGERY INVENTORY MAINTAINED IN THE FLORIDA DEPARTMENT OF TRANSPORTATION'S A+PLUS (AERIAL PHOTO LOOK-UP SYSTEM) AND REPRESENTS CONDITIONS AS THEY EXISTED IN EARLY 2021

0' 10' 20' 40'

GRAPHIC SCALE (IN FEET)

SCALE 1" = 20'

BOUNDARY SURVEY

CONVEYANCE OF SURPLUS LANDS

MARION COUNTY PARCEL 2853-058-000

(CONCORD PARKING LOT)

o c a l a f l o r g

P

W S

D s d

P

W S u r v e y W

O R

K

O

R D

E R

S S u r v e y s G r o w n a g e m e n t

C o n c o r k i n g

L o t d w g b o u n d a r y d w g

A e r i a l