5801_Frank_Pitman_Rd._Engineered_Grading_Plan_Exemption_Request_.pdf

SANTA ROSA COUNTY

DEVELOPMENT SERVICES - HOUSING

SHAWN WARD, AICP

Planning and Zoning Director shawnw@santarosa.fl.gov

6051 Old Bagdad Highway, Suite 201 | Milton, Florida 32583

Office: 850.981.7076 | Fax: 850.981.7099 | www.santarosa.fl.gov

Engineered Lot Grading Plan Exemption Request

Based on the below information, is this project exempt from the Engineered Lot Grading Plan requirement.

• Address: 5801 Frank Pitman Road, Milton, FL 32570 Parcel ID

• The existing home is to be demolished, and a new home will be constructed

• The square footage of the existing home is 1080 / square footage of new home is 1221 /square feet

• The lot is greater than 2 acres, and has 208.79 feet’ of road frontage and a depth of feet

Yes, this project is exempt from the Engineered Lot Grading Plan requirement, however the contractor will need to show Best Management Practices to control runoff during construction.

No, this project is not exempt and will need an Engineered Lot Grading Plan submitted for permitting.

Rebecca Jones, P.E. Date Engineering Director / County Engineer

GarrettD Text Box Garrett Delezen for-

GarrettD Text Box 06/04/2026

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GarrettD Callout Per the survey provided by the applicant, the lot is over 2-acres. As such, an Engineered Lot Drainage/Grading Plan (LGP) will not be required at this time per LDC 4.04.01.D.3.

However, proper stormwater management, drainage, & grading is still required to be implemented.

No adverse impacts shall occur to neighboring properties, ROWs/ roadways/ roadside swale(s)/ditch(s), existing structures, etc.

Corrective measures required if so.

In addition, if the lot is split in the future whereas the newly created acreage, reduced lot width/ roadway frontage, or any other requirement per code &/or the Engineering Department Director no longer qualifies it for an exemption to the LGP requirements, please be aware an Engineered LGP may indeed be required in the future. Additional review will be required if any changes to acreage (lot split, etc.), the site plan, side yards/ setbacks, or other important items are proposed.

All standard BMPs (silt fencing, etc.) shall still be properly implemented & maintained in good working order until site becomes restabilized.

Garrett Delezen 06/04/2026

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- FOUND 1/2" CAPPED IRON ROD (LB #7350)

- FOUND 5/8" IRON ROD (NO IDENTIFICATION)

- FOUND 1/2" CAPPED IRON ROD (ILLEGIBLE)

- FOUND 6" ROUND CONCRETE MONUMENT (NO IDENTIFICATION)

- SET 1/2" CAPPED IRON ROD SRC - LS #5903

- UTILITY POLE

- PUMP

- EXISTING SPOT ELEVATION

- ASPHALT

- DIRT

- OVERHEAD UTILITY

- CONTINUED OWNERSHIP

- WIRE FENCE

- 6.0' WOOD FENCE

LEGEND

- DEED

- CALCULATED

- FIELD

- RESIDENCE

- POINT OF COMMENCEMENT

- POINT OF BEGINNING

- OFFICIAL RECORDS BOOK

- PAGE

- RIGHT-OF-WAY

- SECTION

- TOWNSHIP

- RANGE

- LICENSED SURVEYOR

- LICENSED BUSINESS

- FINISH FLOOR ELEVATION

- MORE OR LESS

- CORNER

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ABBREVIATIONS

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I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE

FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 5J-17, FLORIDA STATUTES.

JAMES P. FRENCH, COUNTY SURVEYOR, PROFESSIONAL SURVEYOR AND MAPPER CERTIFICATE No. 5903

UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED PROFESSIONAL SURVEYOR AND

MAPPER NAMED ABOVE, THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID.

NO. 5903

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DESCRIPTION: (OFFICIAL RECORDS BOOK 1411 PAGE 1203)

PARCEL 'A'

BEGIN AT THE SOUTHEAST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHWEST

QUARTER OF SECTION 1, TOWNSHIP 5 NORTH, RANGE 27 WEST, FOR A POINT OF BEGINNING;

THENCE NORTH 208.72 FEET; THENCE WEST 417.44 FEET; THENCE SOUTH 208.72 FEET; THENCE

EAST 417.44 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT ANY PORTION LYING

WITHIN ROAD RIGHT-OF-WAY.

PARCEL 'B'

COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF

SECTION 1, TOWNSHIP 5 NORTH, RANGE 27 WEST, SANTA ROSA COUNTY, FLORIDA, THENCE

N 85 DEGREES 44' 25" W, ALONG THE SOUTH LINE THEREOF, 417.44' TO THE POINT OF

BEGINNING; THENCE CONTINUE N 85 DEGREES 44' 25" W, 234.68'; THENCE N 44 DEGREES 14' 24" W, 581.92'; THENCE N 51 DEGREES 43' 07" W, 25.39'; THENCE N 43 DEGREES 54' 46" E, 269.66'; THENCE S 86 DEGREES 01' 13" E, 609.11'; THENCE S 02 DEGREES 22'50" W, 401.97';

THENCE N 85 DEGREES 44' 25" W, 109.64'; THENCE S 02 DEGREES 22' 50" W, 208.72' TO THE

POINT OF BEGINNING. SAID PARCEL BEING IN THE AREA OF 8.00 ACRES MORE OR LESS.

LESS AND EXCEPT ANY PORTION LYING WITHIN ROAD RIGHT-OF-WAY.

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Containing 7.88

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Containing

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PARCEL 'B'

DETAIL 'A'

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( IN FEET )

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GRAPHIC SCALE

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AutoCAD SHX Text X 120.2' 120.2'

AutoCAD SHX Text 33.3'

AutoCAD SHX Text THE SEAL APPEARING ON THIS DRAWING WAS AUTHORIZED BY JAMES P. FRENCH, PSM No. 5903 ON MAY 25, 2026

AutoCAD SHX Text SURVEYOR'S NOTES: 1. THIS DRAWING IS A BOUNDARY SURVEY WITH IMPROVEMENTS OF A PARCEL OF LAND LYING IN SECTION 1, TOWNSHIP 5 NORTH, RANGE 27 WEST, SANTA ROSA COUNTY, FLORIDA, PARCEL NUMBER: 01-5N-27-0000-00603-0000 2. DISTANCES SHOWN ARE PER UNITED STATES SURVEY FOOT. 3. HORIZONTAL CONTROL IS BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA NORTH ZONE - NAD 83/2011, FLORIDA STATE PLANE BEARING OF NORTH 86 45'35" WEST NORTH 86°45'35" WESTALONG THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 1, TOWNSHIP 5 NORTH, RANGE 27 WEST, SANTA ROSA COUNTY, FLORIDA PER FIELD MONUMENTATION. 4. A BOUNDARY SURVEY DOES NOT DETERMINE OWNERSHIP. 5. THE INFORMATION SHOWN HEREON IS BASED ON COPY OF COUNTY MAPS; FIELD WORK AND EXISTING FIELD MONUMENTATION; COPY OF DEED LEGAL DESCRIPTION PER OFFICIAL RECORDS BOOK 1411 PAGE 1203, EXISTING SECTIONAL MONUMENTATION. 6. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS FIELD LOCATED, EXCEPT AS SHOWN OR NOTED. 7. THE SURVEY DATA SHOWN HEREON WAS COLLECTED UNDER THE RESPONSIBLE CHARGE OF JAMES P. FRENCH, PSM, COUNTY SURVEYOR. 8. SOME FEATURES OR SYMBOLS SUCH AS UTILITY POLES, PROPERTY CORNERS, FENCE LINES AND EXISTING PUMP HAVE BEEN EXAGGERATED IN SCALE FOR CLARITY. 9. ELEVATIONS SHOWN HERE ON ARE BASED ON GPS - FPRN.

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±10.0' WIDE DIRT DRIVE

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18.0' WIDE DIRT ROAD

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ASPHALT ROAD

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"NOT INCLUDED"

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"NOT INCLUDED"

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"NOT INCLUDED"

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O.R.B. 1411 PG. 1203

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O.R.B. 1411 PG. 1203

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"NOT INCLUDED"

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NORTH 208.72' (D) N 03°12'31" E 208.79' (F)

AutoCAD SHX Text POB FOR PARCEL 'A' AND POC FOR PARCEL 'B' FOR PARCEL 'A' AND POC FOR PARCEL 'B' POC FOR PARCEL 'B' FOR PARCEL 'B' AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 1, T.-5-N., R.-27-W., PER O.R.B. 1411, PG. 1203, SANTA ROSA COUNTY, FL.

AutoCAD SHX Text THE SOUTH LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 1, PER FIELD MONUMENTATION

AutoCAD SHX Text THE EAST LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 1, PER FIELD MONUMENTATION

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N 86°45'35" W 417.44' (F)WEST 417.44' (D)

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S 03°13'10" W 208.63' (F)SOUTH 208.72' (D)

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EAST 417.44' (D) S 86°45'35" E 417.44' (F)

AutoCAD SHX Text N 85°44'25" W 417.44' (D) N 86°45'35" W 417.44' (F)

AutoCAD SHX Text POB FOR PARCEL 'B', FOR PARCEL 'B', PER O.R.B. 1411, PG. 1203, SANTA ROSA COUNTY, FL.

AutoCAD SHX Text N 85°44'25" W 234.68' (D)N 86°45'35" W 234.68' (F)

AutoCAD SHX Text N 44°14'24" W 581.92' (D) N 43°53'55" W 567.45' (F)

AutoCAD SHX Text N 51°43'07" W 25.39' (D)N 52°44'17" W 25.39' (C)

AutoCAD SHX Text N 43°54'46" E 269.66' (D) N 42°54'02" E 269.83' (C)

AutoCAD SHX Text

"LESS & EXCEPT"

AutoCAD SHX Text N 42°49'43" E 288.17' (F)

AutoCAD SHX Text S 86°01'13" E 609.11' (D) S 87°00'59" E (F) 609.11' (C)

AutoCAD SHX Text S 02°22'50" W 401.97' (D) S 03°15'23" W 401.86' (F)

AutoCAD SHX Text N 85°44'25" W 109.64' (D)N 86°51'25" W 109.57' (F)

AutoCAD SHX Text N 86°45'35" W 307.79' (F)

AutoCAD SHX Text S 02°22'50" W 208.72' (D)S 03°13'10" W 208.63' (F)

AutoCAD SHX Text

"NOT INCLUDED"

AutoCAD SHX Text 24.48'

AutoCAD SHX Text 24.37'

AutoCAD SHX Text 270.66'

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PUMP

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SEPTIC TANK

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"NOT INCLUDED"

AutoCAD SHX Text 24.1'

AutoCAD SHX Text 12.4'

AutoCAD SHX Text 11.7'

AutoCAD SHX Text 29.1'

AutoCAD SHX Text 4.2'

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1-STORY RES. FFE= 271.63'

AutoCAD SHX Text 12.0'

AutoCAD SHX Text 24.2'

AutoCAD SHX Text 5'

AutoCAD SHX Text 12.0'

AutoCAD SHX Text 3.5'

AutoCAD SHX Text 41.46'

AutoCAD SHX Text 41.82'

AutoCAD SHX Text 55.99'

AutoCAD SHX Text 34.5'

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METAL BUILDING

AutoCAD SHX Text 23.0'

AutoCAD SHX Text 18.0'

AutoCAD SHX Text 18.0'

AutoCAD SHX Text 12.3'

AutoCAD SHX Text 18.0'

AutoCAD SHX Text 270.7'x

AutoCAD SHX Text 270.2'x

AutoCAD SHX Text x 271.2'

AutoCAD SHX Text 271.0' x

AutoCAD SHX Text 270.4'x

AutoCAD SHX Text S 87°00'59" E 576.64' (F)

AutoCAD SHX Text x 270.6'

AutoCAD SHX Text 270.5'x

AutoCAD SHX Text 270.1'x

AutoCAD SHX Text 270.3'x

AutoCAD SHX Text x 270.1'

AutoCAD SHX Text x 269.7'

AutoCAD SHX Text x 269.7'

AutoCAD SHX Text x 269.7'

AutoCAD SHX Text x 269.5'

AutoCAD SHX Text x 269.7'

AutoCAD SHX Text x 269.5'

AutoCAD SHX Text x 268.9'

AutoCAD SHX Text x 268.9'

AutoCAD SHX Text 269.5'x

AutoCAD SHX Text 268.8' x

AutoCAD SHX Text x 269.0'

AutoCAD SHX Text 7.5'

AutoCAD SHX Text 15.1'

AutoCAD SHX Text 6.6'

AutoCAD SHX Text 8.8'

AutoCAD SHX Text 8.9'

AutoCAD SHX Text 3.3'

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METAL BUILDING

AutoCAD SHX Text 29.0'

AutoCAD SHX Text 23.7'

AutoCAD SHX Text 13.2'

AutoCAD SHX Text 25.5'

AutoCAD SHX Text 16.3'

AutoCAD SHX Text 22.7'

AutoCAD SHX Text 7.9'

AutoCAD SHX Text 6.9'

AutoCAD SHX Text 2.4'

AutoCAD SHX Text 1.4'

AutoCAD SHX Text 0.60'

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REFER TO DETAIL 'A'

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NOT TO SCALE

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METAL BUILDING

AutoCAD SHX Text 29.0'

AutoCAD SHX Text 23.7'

AutoCAD SHX Text 0.64'

AutoCAD SHX Text 1.0'

AutoCAD SHX Text 6.3'

AutoCAD SHX Text 5.8'

AutoCAD SHX Text 9.2

AutoCAD SHX Text 269.7'x

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AutoCAD SHX Text x 269.7'

AutoCAD SHX Text 268.5' x

AutoCAD SHX Text x 264.7'

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