ITB_CIP250303_Signalization_of_SW_NW_46th_Avenue_at_SR_40_-_NEW_2.27.25_Exhibit_F_-_Topographic_Survey.pdf

ABBREVIATIONS:

N. = NORTH

E. = EAST

S. = SOUTH

W. = WEST

DIP = DUCTILE IRON PIPE

RCP = REINFORCED CONCRETE PIPE

PVC = POLYVINYL CHLORIDE

L:# = REFERENCE TO A LINE DATA TABLE

C:# = REFERENCE TO A CURVE DATA TABLE

= REFERENCE TO THE TABLE OF HORIZONTAL & VERTICAL CONTROL POINTS

= REFERENCE TO THE TABLE OF SANITARY SEWER STRUCTURES

= REFERENCE TO THE TABLE OF DRAINAGE STRUCTURES

= REFERENCE TO THE TABLE OF TELEPHONE STRUCTURES

A S

P H

A

LT

R O

A D

W A

Y

(N O

R

TH

B O

U N

D L

A N

E S

SS:1065

SS:1857

TEL:5569

TEL:5630

26"

14"

18"

12"

14"

20"

16"

16"

72" 15"

22"

12"

DS:3000

DS:3001

DS:3003

DS:3004

DS:3005

CONCRETE

DRIVEWAY

ASPHALT ROADWAY

(WESTBOUND LANES)

CONCRETE DRIVEWAY APRON

5' CONCRETE WALK

5' CONCRETE WALK

5' CONCRETE WALK

ASPHALT

DRIVEWAY ASPHALT

DRIVEWAY

CONCRETE

DRIVEWAY

10" DIP SANITARY FORCE MAIN

6' CHAIN LINK FENCE

18"

18"

26"

26"

48"

18"

FIBER-OPTIC

FIBER-OPTIC

GAS

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A P

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B

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L A

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S

ASPHALT ROADWAY

(WESTBOUND LANES)

G R

A S

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DS:3002

LINETYPE LEGEND:

= RIGHT-OF-WAY LINE

= BASELINE OF SURVEY & CENTERLINE OF RIGHT-OF-WAY

= PARCEL LINE

= SECTION LINE

= QUARTER-SECTION LINE

= SURFACE CONTOUR: 5' INTERVAL

= SURFACE CONTOUR: 1' INTERVAL

= TOP OF BANK

= TOE OF SLOPE

= PAVEMENT: GRADE BREAK

= PAVEMENT: CENTERLINE / CROWN

= PAVEMENT: EDGE

= CURB: FLOWLINE

= CURB: FACE

= CURB: BACK

= CURB: GRADE BREAK

= SIDEWALK: FRONT

= SIDEWALK: BACK

= SIDEWALK: GRADE BREAK

= CONCRETE

= ELECTRIC / UTILITY LINE: OVERHEAD / AERIAL

= FENCE LINE: HEIGHT & TYPE AS NOTED

= VEGETATION LINE: LIMITS OF TREE CANOPY

= UTILITY: BURIED TELEPHONE QUALITY LEVEL B

= UTILITY: BURIED WATER QUALITY LEVEL B

= UTILITY: BURIED GAS QUALITY LEVEL B

= UTILITY: BURIED SANITARY FORCE MAIN QUALITY LEVEL C

= UTILITY: BURIED SANITARY GRAVITY SEWER 10" PVC

= UTILITY: BURIED SANITARY GRAVITY SEWER 8" PVC

= DRAINAGE: UNDERGROUND DRAIN PIPE WITH SIZE NOTED

SYMBOLOGY LEGEND:

= FIRE HYDRANT

= VALVE COVER: WATER

= MANHOLE: SANITARY SEWER

= SEWER CLEAN-OUT & SIZE

= VALVE COVER: SEWER FORCE MAIN

= POWER POLE

= GUY ANCHOR

= SIGN: SINGLE-POLE

= MANHOLE: TELEPHONE

= TELEPHONE PEDESTAL

= LIGHT POLE

= VALVE COVER: GAS

= UTILITY MARKERS: GAS & FIBER-OPTIC

= TREE: CAMPHOR & SIZE

= TREE: OAK & SIZE

= PAVEMENT MARKING: BIKE LANE

= PAVEMENT MARKING: DIRECTIONAL ARROWS

0' 20' 40' 80'

GRAPHIC SCALE (IN FEET)

SCALE 1" = 40'

DS:3002

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TOPOGRAPHIC SURVEY

FOR SIGNALIZATION DESIGN AT WEST HIGHWAY 40 & PROPOSED NW 44TH AVENUE

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SHEET 01 OF 02SEE SHEET 2 FOR CENTERLINE ALIGNMENT AND RIGHT-OF-WAY GEOMETRY, STATIONING, PARCEL DATA, SURVEY CONTROL, AND SUPPLEMENTAL MONUMENTATION

1. THIS TOPOGRAPHIC SURVEY WAS PREPARED FOR THE PURPOSE OF DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF VISIBLE FIXED IMPROVEMENTS LYING WITHIN AND IN NEAR PROXIMITY TO THE INTERSECTION OF WEST HIGHWAY 40 AND S.W. 46TH AVENUE AND TO FACILITATE THE DETAILED DESIGN, PERMITTING AND CONSTRUCTION OF PROPOSED SIGNALIZATION IMPROVEMENTS ASSOCIATED

THEREWITH.

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

3. BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM (WEST ZONE), NORTH AMERICAN DATUM (NAD) OF 1983, AS PREVIOUSLY DETERMINED BY THE SURVEY DIVISION OF THE CITY ENGINEER’S OFFICE OF THE CITY OF OCALA DURING THE PREPARATION OF THE ASBUILT SURVEY OF SW 46TH AVENUE PERFORMED PURSUANT TO SURVEY WORK ORDER 19-005188, FROM AUGUST 8, 2019, THROUGH SEPTEMBER 27, 2019, AS DOCUMENTED IN FIELD BOOK 610, PAGES 59 THROUGH 79, INCLUSIVE, AND FIELD BOOK 611, PAGES 02 THROUGH 30, INCLUSIVE, FROM WHICH THE LINE BETWEEN CONTROL POINTS 14 AND 36, AS SHOWN AND DESCRIBED HEREON, BEARS S01°43’35”E.

4. 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 CONDUCT RADIAL SURVEY MEASUREMENT RESULTING IN AN EXPECTED HORIZONTAL

ACCURACY OF +/- 0.05 FEET TO THE LOCATED FEATURES SHOWN HEREON.

5. ELEVATIONS AND CONTOUR DATA SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929, CONVERTED USING A DATUM SHIFT VALUE OF +0.949 AS CALCULATED WITH THE NGS COORDINATE CONVERSION AND TRANSFORMATION TOOL (NCAT) FROM ELEVATIONS BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988 AS INITIALLY DETERMINED FROM SOURCE BENCHMARKS “J 427” (NGS PERMANENT IDENTIFIER “ AB5174”), HAVING AND ELEVATION OF 73.47 FEET; “Q 593” (NGS PERMANENT IDENTIFIER “DG9658”), HAVING AN ELEVATION OF 95.46 FEET; “G 427” (NGS PERMANENT IDENTIFIER “AB5176”), HAVING AN ELEVATION OF 79.46 FEET; AND “E 593” (NGS PERMANENT IDENTIFIER “DG9582”), HAVING AN ELEVATION OF 66.47 FEET, AS PUBLISHED BY THE NATIONAL GEODETIC SURVEY (NGS); ELEVATIONS ON THE CONTROL POINTS DESCRIBED AND DEPICTED HEREON WERE DETERMINED VIA DIFFERENTIAL LEVELING TECHNIQUES WHICH ACHIEVED MATHEMATICAL

CLOSURE RESULTS WITHIN ACCEPTABLE LIMITS.

6. THE VERTICAL LOCATION OF FEATURES INCLUDED IN THIS SURVEY WAS ACHIEVED VIA CONVENTIONAL SURVEY METHODOLOGIES TO REDUNDANTLY VERIFY THE VERTICAL DIFFERENCE BETWEEN CONTROL POINTS ESTABLISHED FOR THE EXECUTION OF THIS SURVEY UTILIZING AN ELECTRONIC TOTAL STATION TO CONDUCT RADIAL (TRIGONOMETRIC) SURVEY MEASUREMENT RESULTING IN AN EXPECTED

VERTICAL ACCURACY OF +/- 0.05 FEET TO THE LOCATED FEATURES SHOWN HEREON.

7. THE RIGHT OF WAY LINES AND CENTERLINE STATIONING ASSOCIATED WITH WEST HIGHWAY 40 (ALSO KNOWN AS STATE ROAD 40) ARE BASED ON THE RIGHT OF WAY MAP OF STATE ROAD 40, SECTION 36110, APPROVED FEBRUARY 1, 1983, A COPY OF WHICH IS RECORDED IN ROAD BOOK 1, PAGE 2397, ET SEQ. (FORMERLY RECORDED IN DOT RIGHT OF WAY MAPS 1980s BOOK 5, PAGE 137, ET SEQ.), THE RIGHT-OF-WAY OF WHICH WAS MODIFIED BY THE SUBSEQUENT WIDENING OF WEST COUNTY HIGHWAY C-40 SET FORTH IN THE RIGHT-OF-WAY MAP PREPARED BY MOORHEAD ENGINEERING COMPANY ON BEHALF OF THE BOARD OF COUNTY COMMISSIONERS OF MARION COUNTY, FLORIDA, DATED APRIL 17, 1991, AND LAST REVISED DECEMBER 23, 1993.

8. THE RIGHT OF WAY LINES AND CENTERLINE STATIONING ASSOCIATED WITH SW 46TH AVENUE ARE BASED ON THE S.W. 44TH AVENUE RIGHT OF WAY MAPS / RIGHT-OF-WAY SURVEY (STATION 99+98.89 TO 168+83.54) AS PREPARED BY THE CITY OF OCALA ENGINEERING DEPARTMENT, MAP REFERENCE 97044089, DATED MARCH 10, 2000.

9. THE RIGHT OF WAY LINES, CENTERLINE STATIONING, AND PROPOSED IMPROVEMENTS ASSOCIATED WITH PROPOSED NW 44TH AVENUE ARE BASED ON THE CONTRACT PLANS OF SW / NW 44TH AVENUE EXTENSION PHASE 2 (NW 46TH AVENUE BETWEEN W. SILVER SPRINGS BOULEVARD AND NW 11TH STREET) AS PREPARED BY THE CITY ENGINEER’S OFFICE OF THE CITY OF OCALA, PROJECT 20106, DATED

SEPTEMBER 6, 2022.

NOTES:

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10. ACCORDING TO FLOOD INSURANCE RATE MAP (FIRM) NO.

12083C0512E, AS PREPARED BY THE FEDERAL EMERGENCY

MANAGEMENT AGENCY (FEMA), COMMUNITY 120330, PANEL

0512, SUFFIX E, EFFECTIVE DATE: APRIL 19, 2017, THE AREA OF

TOPOGRAPHIC SURVEY DEPICTED HEREON APPEARS TO LIE

IN ZONE “X” (AREAS OF MINIMAL FLOOD HAZARD).

11. 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.

12. THIS SURVEY IS OF ONLY THE VISIBLE FIXED IMPROVEMENTS,

VISIBLE EVIDENCE OF UNDERGROUND UTILITIES AND

DESIGNATED (MARKED) UNDERGROUND UTILITIES AS

OBSERVED AT THE TIME OF FIELD SURVEY LYING WITHIN AND

WITHIN NEAR PROXIMITY TO THE AREA OF TOPOGRAPHIC

SURVEY DEPICTED HEREON; UNDERGROUND IMPROVEMENTS,

UTILITIES, AND / OR ENCROACHMENTS, IF ANY, WERE NOT

LOCATED.

13 DIGITAL COPIES OF THIS SKETCH ARE INVALID WITHOUT THE

ELECTRONIC SIGNATURE OF THE FLORIDA LICENSED

PROFESSIONAL SURVEYOR AND MAPPER LISTED HEREON

THAT IS DIGITALLY AUTHENTICATED; PRINTED HARD COPIES

OF THIS SKETCH ARE INVALID UNLESS THEY BEAR THE

ORIGINAL SIGNATURE AND RAISED SEAL OF THE FLORIDA

LICENSED PROFESSIONAL SURVEYOR AND MAPPER LISTED

HEREON.

14. 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.

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MARION COUNTY PARCEL 22854-000-00

OWNER: GT INVESTMENTS OF OCALA, LLC

WEST HIGHWAY 40

(PUBLIC RIGHT-OF-WAY OF VARYING WIDTH)

(ALSO KNOWN AS STATE ROAD 40)

MARION COUNTY PARCEL 2284-003-000

OWNER: HUNTERS RIDGE OF OCALA LIMITED

CP: 14

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CP: 204

239 240

288289

CP: 748CP: 749

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MARION COUNTY PARCEL 22852-000-00

OWNER: MERIDIAN LAND HOLDINGS, INC.

MARION COUNTY PARCEL 22860-000-00

OWNER: BULLS RENTAL, LLC

MARION COUNTY PARCEL 2284-004-000

OWNER: DANIEL F. JOHNS

MARION COUNTY PARCEL 22857-000-00

MARION COUNTY PARCEL 22860-000-00

OWNER: BULLS RENTAL, LLC

MARION COUNTY PARCEL 22860-000-00

OWNER: BULLS RENTAL, LLC

MARION COUNTY PARCEL 2284-002-000

OWNER: PS FLORIDA ONE, INC.

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SHEET 02 OF 02SEE SHEET 1 FOR NOTES, LEGEND, TOPOGRAPHIC FEATURES & SURFACE DATA, AND STRUCTURE TABLES

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