Planning Commission — Gulfport, MS
Date: 2026-05-28
Time: 16:30

Planning Commission | Agenda
 Thursday, May 28, 2026 – 4:30 PM


 City Hall – Council Chambers
 2309 15th Street, Gulfport




A. Prayer

B. Pledge of Allegiance

C. Call to Order

D. Determination of a Quorum

E. Confirmation of Agenda

F. Adoption of Minutes

 F1. Planning Commission Meeting - 05-07-2026

G. Announcements

 G1. If you are aggrieved by a vote of the Planning Commission, see below.
 DECISION ITEMS: Except as noted below, items listed on this agenda as “Decision Items” may
 be appealed to the Gulfport City Council as follows: Any person or any officer, department or
 agency of the City aggrieved by a decision of the Planning Commission may, within fifteen (15)
 days thereafter, appeal therefore to the Gulfport City Council by submitting to the Planning
 Commission (Department of Urban Development – Planning Division) a written notice of appeal
 specifying the decision from which the appeal is taken. In the case of such appeal, the Planning
 Commission shall cause a transcript of the proceedings in the case to be certified to the City
 Council, and the matter will be heard on said transcripts. The filing fee for an appeal is based on
 the actual cost of the required official transcript and any related miscellaneous charges.

 Exception: The disapproval of a general subdivision plan may be appealed by the subdivider by
 submitting to the Planning Commission and the Mayor and City Council a written notice of
 appeal. Upon receipt of notice of appeal, the planning commission shall transmit to the City
 Council a certified copy of the proceedings upon which the appeal is taken. The City Council may
 overrule such disapproval by a recorded vote of not less than 2/3 of its entire membership. No
 other right of appeal exists as to action taken by the Planning Commission on a general subdivision
 plan. The City Council hearing is not limited to the record created before the Planning
 Commission.

 RECOMMENDATION ITEMS: As to items listed on this agenda as “Recommendation Items”,
 the recommendation of the Planning Commission, whether to approve (with or without condition)
 or disapprove, will automatically be submitted to the City Council by the Department of Urban


 1|Page
City of Gulfport, Mississippi
 Development – Planning Division, and the item (except recommendations on Final Plats which are
 not so limited) will be considered by the City Council on the record created before the Planning
 Commission. It is not necessary to file anything with the Planning Commission in order to have
 the matter heard by the City Council.

 G2. Anyone speaking today is asked to complete a "Speaker's Card".
 Please provide the completed card at the time you speak to the Planning Commission. City staff
 personnel can assist in any questions you may have or in completing the card. This public meeting
 is open to all for comment.

H. Hearing of Cases

 H1. Planning Commission Decision

 1. Planning Commission Approval 2605PC061:

 Planning Commission Approval 2605PC061, by owner Venisha Boose, seeking approval for
 mobile home use, Tax Parcel 0810F-01-096.000, 8237 Texas Avenue, Zoned R-1-5 (Single-
 family), Ward 3
 2.
 Planning Commission Approval 2605PC064:

 Planning Commission Approval 2605PC064, by owners Jason & Paige Heitzmann, seeking
 approval for an administrative office for graphic design as a home occupation, Tax Parcel
 1009M-01-001.026, 11527 Briarstone Place, Zoned R-1-5 (Single-family), Ward 5
 3. General Plan 2605PC066:

 General Plan 2605PC066, by agent Brown, Mitchell, & Alexander Inc, seeking approval for a
 26-lot subdivision with one out parcel, Tax Parcel 0908D-01-015.000, 0908E-01-001.000,
 Orchard Street, Zoned R-1-7.5 (Single-family), T4+ (General Urban Zone "Plus"), Ward 6
 4. General Plan 2605PC067:

 General Plan 2605PC067, by agent Brown, Mitchell, & Alexander Inc, seeking approval for a 7-
 lot subdivision, Tax Parcel 0908D-01-015.000, Orchard Street, Zoned R-1-7.5 (Single-family),
 Ward 6
 5. General Plan 2605PC069:

 General Plan 2605PC069, by Elliott Homes LLC, seeking approval for a 53-lot subdivision with
 2 outparcels, Tax Parcels 1010M-02-001.000, 1010M-02-001.002, 1010M-02-001.003, 1010M-
 02-001.004, 1010M-02-001.005, 1010M-02-001.006, 1010M-02-005.001, 5th Street, 311
 Cowan Road, Zoned T4L (General Urban Zone "Limited"), T4+ (General Urban Zone "Plus"),
 Ward 2
 6. Tree Permit Appeal 2605PC070:




 2|Page
City of Gulfport, Mississippi
 Tree Permit Appeal 2605PC070, by owners Michael Russell & Kirsten Wilson-Russell, seeking
 to appeal a denied tree permit, Tax Parcel 0711O-04-028.004, 4719 W Beach Blvd, Zoned T4L
 (General Urban Zone "Limited"), Ward 2
 7. Special Exception 2606SE071:

 Special Exception 2606SE071, by agent Kelli Bell, seeking approval for a lounge use, Tax
 Parcel 0811K-04-001.000, 1429 25th Avenue, Zoned T6 (Urban Core Zone), Ward 2
 8. General Plan 2606PC072:

 General Plan 2606PC072, by agent Knesal Engineering Services Inc, seeking approval for a 96
 lot zero-lot line development with 8 out parcels, Tax Parcels 0910N-03-011.000, 0910N-03-
 012.000, 0910N-03-013.000, 0910N-03-014.000, 0910N-03-015.000, 0910N-04-020.000,
 0910N-04-019.000, 0910N-04-018.000, 0910N-04-021.000, 0910N-03-035.000, 0910N-03-
 034.000, 0910N-03-033.000, 0910N-03-032.000, 0910N-03-031.000, 0910N-03-039.000,
 0910N-03-038.000, 0910N-03-037.000, 0910N-03-036.000, 0910N-04-039.000, 0910N-04-
 040.000, 0910N-04-041.000, 0910N-04-042.000, 0910N-04-043.000, 0910N-04-044.000,
 0910N-04-045.000, 0910N-04-046.000, 0911C-01-007.000, 0911C-01-006.000, Magnolia
 Drive, Zoned R-2 (Single-family), Ward 3
 9. Planning Comission Approval 2606PC073:

 Planning Commission Approval 2606PC073, by agent Michael Borries, seeking approval for a
 church use, Tax Parcel 0808E-04-001.000, 12261 Hwy 49, Zoned B-4 (Highway Business),
 Ward 7
 H2. Planning Commission Recommendation

 1. Zoning Map Amendment 2605PC068:

 Zoning Map Amendment 2605PC068, by owners Don Perkins, Betty Perkins, & William
 Perkins Jr., requesting to rezone their properties to T4+ (General Urban Zone "Plus"), Tax
 Parcels 1011D-01-035.000, 1011D-01-044.000, 1011D-01-044.001, 144 Oleander Drive, Zoned
 T6 (Urban Core Zone), Ward 2
 2. Zoning Text Amendment 2606PC083:

 Zoning Text Amendment 2606PC083, by City of Gulfport, Amendment to the Comprehensive
 Zoning Ordinance, to amend Appendix A, Section IV (10) regarding parking requirements for
 townhome, zero-lot line, and small lot/small home uses.
I. Reports

J. Unfinished Business

K. Other Business

L. Adjournment




 3|Page
City of Gulfport, Mississippi

Planning Commission | Agenda
 Thursday, May 28, 2026 – 4:30 PM


 City Hall – Council Chambers
 2309 15th Street, Gulfport




A. Prayer

B. Pledge of Allegiance

C. Call to Order

D. Determination of a Quorum

E. Confirmation of Agenda

F. Adoption of Minutes

 F1. Planning Commission Meeting - 05-07-2026

G. Announcements

 G1. If you are aggrieved by a vote of the Planning Commission, see below.
 DECISION ITEMS: Except as noted below, items listed on this agenda as “Decision Items” may
 be appealed to the Gulfport City Council as follows: Any person or any officer, department or
 agency of the City aggrieved by a decision of the Planning Commission may, within fifteen (15)
 days thereafter, appeal therefore to the Gulfport City Council by submitting to the Planning
 Commission (Department of Urban Development – Planning Division) a written notice of appeal
 specifying the decision from which the appeal is taken. In the case of such appeal, the Planning
 Commission shall cause a transcript of the proceedings in the case to be certified to the City
 Council, and the matter will be heard on said transcripts. The filing fee for an appeal is based on
 the actual cost of the required official transcript and any related miscellaneous charges.

 Exception: The disapproval of a general subdivision plan may be appealed by the subdivider by
 submitting to the Planning Commission and the Mayor and City Council a written notice of
 appeal. Upon receipt of notice of appeal, the planning commission shall transmit to the City
 Council a certified copy of the proceedings upon which the appeal is taken. The City Council may
 overrule such disapproval by a recorded vote of not less than 2/3 of its entire membership. No
 other right of appeal exists as to action taken by the Planning Commission on a general subdivision
 plan. The City Council hearing is not limited to the record created before the Planning
 Commission.

 RECOMMENDATION ITEMS: As to items listed on this agenda as “Recommendation Items”,
 the recommendation of the Planning Commission, whether to approve (with or without condition)
 or disapprove, will automatically be submitted to the City Council by the Department of Urban


 1|Page
City of Gulfport, Mississippi
 Development – Planning Division, and the item (except recommendations on Final Plats which are
 not so limited) will be considered by the City Council on the record created before the Planning
 Commission. It is not necessary to file anything with the Planning Commission in order to have
 the matter heard by the City Council.

 G2. Anyone speaking today is asked to complete a "Speaker's Card".
 Please provide the completed card at the time you speak to the Planning Commission. City staff
 personnel can assist in any questions you may have or in completing the card. This public meeting
 is open to all for comment.

H. Hearing of Cases

 H1. Planning Commission Decision

 1. Planning Commission Approval 2605PC061:

 Planning Commission Approval 2605PC061, by owner Venisha Boose, seeking approval for
 mobile home use, Tax Parcel 0810F-01-096.000, 8237 Texas Avenue, Zoned R-1-5 (Single-
 family), Ward 3
 2.
 Planning Commission Approval 2605PC064:

 Planning Commission Approval 2605PC064, by owners Jason & Paige Heitzmann, seeking
 approval for an administrative office for graphic design as a home occupation, Tax Parcel
 1009M-01-001.026, 11527 Briarstone Place, Zoned R-1-5 (Single-family), Ward 5
 3. General Plan 2605PC066:

 General Plan 2605PC066, by agent Brown, Mitchell, & Alexander Inc, seeking approval for a
 26-lot subdivision with one out parcel, Tax Parcel 0908D-01-015.000, 0908E-01-001.000,
 Orchard Street, Zoned R-1-7.5 (Single-family), T4+ (General Urban Zone "Plus"), Ward 6
 4. General Plan 2605PC067:

 General Plan 2605PC067, by agent Brown, Mitchell, & Alexander Inc, seeking approval for a 7-
 lot subdivision, Tax Parcel 0908D-01-015.000, Orchard Street, Zoned R-1-7.5 (Single-family),
 Ward 6
 5. General Plan 2605PC069:

 General Plan 2605PC069, by Elliott Homes LLC, seeking approval for a 53-lot subdivision with
 2 outparcels, Tax Parcels 1010M-02-001.000, 1010M-02-001.002, 1010M-02-001.003, 1010M-
 02-001.004, 1010M-02-001.005, 1010M-02-001.006, 1010M-02-005.001, 5th Street, 311
 Cowan Road, Zoned T4L (General Urban Zone "Limited"), T4+ (General Urban Zone "Plus"),
 Ward 2
 6. Tree Permit Appeal 2605PC070:




 2|Page
City of Gulfport, Mississippi
 Tree Permit Appeal 2605PC070, by owners Michael Russell & Kirsten Wilson-Russell, seeking
 to appeal a denied tree permit, Tax Parcel 0711O-04-028.004, 4719 W Beach Blvd, Zoned T4L
 (General Urban Zone "Limited"), Ward 2
 7. Special Exception 2606SE071:

 Special Exception 2606SE071, by agent Kelli Bell, seeking approval for a lounge use, Tax
 Parcel 0811K-04-001.000, 1429 25th Avenue, Zoned T6 (Urban Core Zone), Ward 2
 8. General Plan 2606PC072:

 General Plan 2606PC072, by agent Knesal Engineering Services Inc, seeking approval for a 96
 lot zero-lot line development with 8 out parcels, Tax Parcels 0910N-03-011.000, 0910N-03-
 012.000, 0910N-03-013.000, 0910N-03-014.000, 0910N-03-015.000, 0910N-04-020.000,
 0910N-04-019.000, 0910N-04-018.000, 0910N-04-021.000, 0910N-03-035.000, 0910N-03-
 034.000, 0910N-03-033.000, 0910N-03-032.000, 0910N-03-031.000, 0910N-03-039.000,
 0910N-03-038.000, 0910N-03-037.000, 0910N-03-036.000, 0910N-04-039.000, 0910N-04-
 040.000, 0910N-04-041.000, 0910N-04-042.000, 0910N-04-043.000, 0910N-04-044.000,
 0910N-04-045.000, 0910N-04-046.000, 0911C-01-007.000, 0911C-01-006.000, Magnolia
 Drive, Zoned R-2 (Single-family), Ward 3
 9. Planning Comission Approval 2606PC073:

 Planning Commission Approval 2606PC073, by agent Michael Borries, seeking approval for a
 church use, Tax Parcel 0808E-04-001.000, 12261 Hwy 49, Zoned B-4 (Highway Business),
 Ward 7
 H2. Planning Commission Recommendation

 1. Zoning Map Amendment 2605PC068:

 Zoning Map Amendment 2605PC068, by owners Don Perkins, Betty Perkins, & William
 Perkins Jr., requesting to rezone their properties to T4+ (General Urban Zone "Plus"), Tax
 Parcels 1011D-01-035.000, 1011D-01-044.000, 1011D-01-044.001, 144 Oleander Drive, Zoned
 T6 (Urban Core Zone), Ward 2
 2. Zoning Text Amendment 2606PC083:

 Zoning Text Amendment 2606PC083, by City of Gulfport, Amendment to the Comprehensive
 Zoning Ordinance, to amend Appendix A, Section IV (10) regarding parking requirements for
 townhome, zero-lot line, and small lot/small home uses.
I. Reports

J. Unfinished Business

K. Other Business

L. Adjournment




 3|Page
City of Gulfport, Mississippi
 URBAN DEVELOPMENT
 PLANNING & ZONING
 PO BOX 1780 | GULFPORT, MS | 1410 24TH AVENUE
 228.868.5710 | PLANNERS@GULFORT-MS.GOV


 PLANNING COMMISSION

Hearing Date: Thursday, May 28, 2026

Planning Commission Decision
 URBAN DEVELOPMENT
 PLANNING & ZONING
 PO BOX 1780 | GULFPORT, MS | 1410 24TH AVENUE
 228.868.5710 | PLANNERS@GULFORT-MS.GOV


 PLANNING COMMISSION

Hearing Date: Thursday, May 28, 2026

Planning Commission Approval 2605PC061: Planning Commission
Approval 2605PC061, by owner Venisha Boose, seeking approval for
mobile home use, Tax Parcel 0810F-01-096.000, 8237 Texas Avenue,
Zoned R-1-5 (Single-family), Ward 3
2605PC061 Planning Commission Approval
 Site
 Street
 Parcels
 Buildings
 Zoning
 R-1-5 - Single Family
 Residence District (Medium
 Density)




 JACKSON ST




 R-1-5
 Site Information

 TEXAS AVE
 0810F-01-096.000
 Zoning:R-1-5 (Single Family)
 Size: 10241.27 sqft
 Flood: X



 0 8 16 24

 Yards

 1 inch = 50 feet




 µ
 DATA DISCLAIMER: All information that is provided on
 this map is believed to be correct. However, no liability is
 assumed by the City of Gulfport for errors in substance or
 form of any of the materials published on this map. The
 GIS Division, City of Gulfport, provides the information
 represented on this map as a service to the community
 and makes every effort possible to provide quality
 information. However, no claims, promises, or
 guarantees about the accuracy, completeness, or
 adequacy of the information contained on this map are
 expressed or implied.
2605PC061 Planning Commission Approval
 Legend
 Site
 Street
 Buildings

 121315
 50703
 50683

 50695

 50688 50682 50704



 87713 93607
 50681 50693
 87714 109335



 JACKSON ST




 LOUISIANA AVE
 TEXAS AVE
 50787
 50797 50786 50785
 87703 87703
 50788 0 10 20 30

 Yards
 50789 50784
 50796
 50776 1 inch = 100 feet
 87702




 µ
 50783

 50790
 50777
 87712


 DATA DISCLAIMER: All information
 50791 50792 50778 50779 that is provided on this map is
 50780 believed to be correct. However, no
 liability is assumed by the City of
 Gulfport for errors in substance or
 form of any of the materials published
 on this map. The GIS Division, City
 MARTIN LUTHER KING JR BLVD of Gulfport, provides the information
 represented on this map as a service
 to the community and makes every
 effort possible to provide quality
 information. However, no claims,
 promises, or guarantees about the
 accuracy, completeness, or
 adequacy of the information
 contained on this map are expressed
Mail PPIN Parcel ID Name Address City State ZIP
 Y 0810F-01-096.000 VENISHA BOOSE (OWNER) 8237 TEXAS AVE GULFPORT MS 39501
 Adjacent Property Owners (2605PC061)
 N 93607 0810F-01-063.000 BOOSE VENISHA 15072 JACKSON ST GULFPORT MS 39503
 50683 0810F-01-099.000 LINDSEY TAMIKA & HOLLOWAY JIMMY 11204 WHITMORE PL GULFPORT MS 39503
 50779 0810F-01-067.000 PALMER CEDRIC M & JENNIFER D 129 KNIGHTSHADE COURT HEMINGWAY SC 29554
 50791 0810F-01-107.000 PETTIS DEREK L 13416 WILLOW OAK CIRCLE GULFPORT MS 39503
 50780 0810F-01-092.000 BROCK JAMES 14469 AUTUMN CHASE GULFPORT MS 39503
 50792 0810F-01-108.000 MORGAN ERVIN 16023 HARRISON DR GULFPORT MS 39501
 50778 0810F-01-066.000 STEWART JASMINE 15080 MARTIN LUTHER KING JR GULFPORT MS 39501
 50695 0810F-01-059.000 BELL SHERRON ETAL 8255 FLORIDIA AVE GULFPORT MS 39501
 50703 0810F-01-061.000 HARTWELL EDDIE C 120 GAHAN DR GULFPORT MS 39503
 87713 0810F-01-101.000 FRANKLIN LESHA 8250 LOUISIANA AVE GULFPORT MS 39501
 50693 0810F-01-058.000 SINGLETON SOLOMON 8184 TEXAS AVE GULFPORT MS 39501
 50681 0810F-01-097.000 POOLE OLIVER L & GAYLE S 106 LLANFAIR DRIVE REESTON LA 71270
 50797 0810F-03-006.000 WHITE E L 2903 MADISON ST GULFPORT MS 39501
 50688 0810F-01-100.000 LAWSON LAWRENCE -ESTATE- 4203 INDIANA AVENUE GULFPORT MS 39501
 50788 0810F-01-104.000 KENNEDY ROBERT JAMES 3623 REYNOSA DR GULFPORT MS 39501
 50777 0810F-01-065.000 BURTON REGENA ETAL 47 GRAVES KEYS ROAD BASSFIELD MS 39421
 50796 0810F-03-007.000 THOMPSON WOODIE 3601 REYNOSIA DR GULFPORT MS 39501
 50789 0810F-01-105.000 KENNEDY VEGIE 3623 REYNOSA DR GULFPORT MS 39501
 50776 0810F-01-064.000 BURTON REGENA -ETAL- 47 GRAVES KEYS RD BASSFIELD MS 39421
 50790 0810F-01-106.000 WILSON BOBBY -ESTATE- 8218 LOUISIANA AVE GULFPORT MS 39503
 50682 0810F-01-098.000 BOGLIN ERAVGLES 8255 TEXAS AVENUE GULFPORT MS 39501
 87714 0810F-01-102.000 WILSON GREGORY B -ESTATE- 8246 LOUISIANA AVE GULFPORT MS 39501
 50787 0810F-01-103.000 WILLIAMS CHARLENE 8236 LOUISIANA AVE GULFPORT MS 39501
 50784 0810F-01-095.000 MYERS JAMES -ESTATE- 8229 TEXAS AVE GULFPORT MS 39501
 50783 0810F-01-094.000 BROCK JAMES -ETAL- 8225 TEXAS AVE GULFPORT MS 39501
 50786 0810F-01-096.001 FREDERICKS KIMBERLY BASS 8118 GEORGIA AVE GULFPORT MS 39501
 N 50785 0810F-01-096.000 BOOSE VENISHA 8237 TEXAS AVE GULFPORT MS 39501
 87702 0810F-01-053.000 BRYANT WILLIE -EST- 8227 FLORIDA AVE GULFPORT MS 39501
 50704 0810F-01-062.000 KING MATTIE LEE 8256 TEXAS AVE GULFPORT MS 39501
 109335 0810F-01-063.001 MOSLEY ETHEL M -ESTATE- 8246 TEXAS AVE GULFPORT MS 39501
 N 87712 0810F-01-093.000 BROCK JAMES -ETAL- 8225 TEXAS AVE GULFPORT MS 39501
 87703 0810F-01-054.000 WALKER OLIVER W ETAL 10674 CHAPELWOOD DRIVE GULFPORT MS 39503
 121315 0810F-01-126.000 MAGEE ERIC C 8263 SOUTH CAROLINA AVE GULFPORT MS 39501
 URBAN DEVELOPMENT
 PLANNING & ZONING
 PO BOX 1780 | GULFPORT, MS | 1410 24TH AVENUE
 228.868.5710 | PLANNERS@GULFORT-MS.GOV


 PLANNING COMMISSION

Hearing Date: Thursday, May 28, 2026

Planning Commission Approval 2605PC064:
Planning Commission Approval 2605PC064, by owners Jason & Paige
Heitzmann, seeking approval for an administrative office for graphic
design as a home occupation, Tax Parcel 1009M-01-001.026, 11527
Briarstone Place, Zoned R-1-5 (Single-family), Ward 5
2605PC064 Planning Commission Approval
 Site
 Street
 Parcels
 Buildings
 Zoning
 R-1-5 - Single Family
 Residence District (Medium
 Density)
 R-1-7.5 - Single Family
 Residence District (Low
 Density)




 BRIARSTONE PL

 Site Information
 R-1-5
 R-1-7.5 1009M-01-001.026
 Zoning:R-1-5 (Single Family)
 Size: 6945.19 sqft
 Flood: X



 0 8 16 24

 Yards

 1 inch = 50 feet




 µ
 DATA DISCLAIMER: All information that is provided on
 this map is believed to be correct. However, no liability is
 assumed by the City of Gulfport for errors in substance or
 form of any of the materials published on this map. The
 GIS Division, City of Gulfport, provides the information
 represented on this map as a service to the community
 and makes every effort possible to provide quality
 information. However, no claims, promises, or
 guarantees about the accuracy, completeness, or
 adequacy of the information contained on this map are
 expressed or implied.
2605PC064 Planning Commission Approval
 Legend
 Site
 Street
 Buildings


 121618




 121617




 45685
 45684
 121616

 45686
 121645 121644 121643




 BRIARSTONE PL
 121597
 0 10 20 30
 PARK DR
 122035 Yards

 121615 45687 1 inch = 100 feet
 121640 121641 121642 45708


 121614




 121613
 45688



 YORKSHIRE PKWY
 45709
 µ
 DATA DISCLAIMER: All information
 that is provided on this map is
 45689 believed to be correct. However, no
 liability is assumed by the City of
 121609 121610 121611 Gulfport for errors in substance or
 121612 45710 form of any of the materials published
 on this map. The GIS Division, City
 of Gulfport, provides the information
 45690 represented on this map as a service
 to the community and makes every
 effort possible to provide quality
 OXFORD DR information. However, no claims,
 promises, or guarantees about the
 accuracy, completeness, or
 adequacy of the information
 contained on this map are expressed
Mail PPIN Parcel ID Name Address City State ZIP
 Y 1009M-01-001.026 JASON HEITZMANN (OWNER) 11527 BRIARSTONE PLACE GULFPORT MS 39503
 Adjacent Property Owners (2605PC064)
 45686 1009N-02-010.000 DUBUISSON GARY M 44 YORKSHIRE PKWY GULFPORT MS 39507
 45684 1009N-02-008.000 DUBUISSON CHRISTOPHER MICHAEL 2 PARK DRIVE GULFPORT MS 39503
 45685 1009N-02-009.000 CRAFT TAKEIA E 46 YORKSHIRE PKWY GULFPORT MS 39503
 45709 1009N-02-020.000 LOUGHLIN STEVEN & DORANNA 18131 SHERWWOD CT SAUCIER MS 39574
 45710 1009N-02-019.000 DAS HOLDINGS LLC 12203 PRESERVATION DR GULFPORT MS 39503
 45708 1009N-02-013.000 MORTON KENDELL E & SHERRY LYNN 18311 MALLARD DR SAUCIER MS 39574
 45687 1009N-02-011.000 SANCHEZ JOSE MARANA & YADIRA REYES DE MARANA GULFPORT MS 39507
 45688 1009N-02-012.000 KNUREK JOSEPH J JR 40 YORKSHIRE PARKWAY GULFPORT MS 39503
 45690 1009N-02-022.000 GARNER RAYMOND M JR & PATRICIA ANN 36 YORKSHIRE PKWY GULFPORT MS 39501
 45689 1009N-02-021.000 SIAS DORIS 38 YORKSHIRE PKWY GULFPORT MS 39503
 121614 1009M-01-001.025 CARTER MILLARD F III -TRUSTEE- 11525 BRIARSTONE PL GULFPORT MS 39503
 121612 1009M-01-001.023 GARCIA CHRISTOPHER CALVERT-L/E- 11521 BRIARSTONE PLACE GULFPORT MS 39503
 121640 1009M-01-001.053 COX HERMAN F & ALMA JEAN 11514 BRIARSTONE GULFPORT MS 39503
 121616 1009M-01-001.028 HEWES HARRY P JR & CAROLINE C 11531 BRIARSTONE PLACE GULFPORT MS 39503
 121643 1009M-01-001.056 FONTENELLE MARY ELIZABETH 11536 BRIARSTONE PLACE GULFPORT MS 39503
 121617 1009M-01-001.029 THIBODEAUX MELINDA T 11533 BRIARSTONE PLACE GULFPORT MS 39503
 121645 1009M-01-001.058 NORVELL REGGIE L & MELODY J 11544 BRIARSTONE PL GULFPORT MS 39503
 121644 1009M-01-001.057 BAZZONE JOHN J & DEBORAH A 11540 BRIARSTONE PLACE GULFPORT MS 39503
 121611 1009M-01-001.022 MICKLE PAUL F & LINDSEY B 11519 BRIARSTONE PL GULFPORT MS 39503
 121610 1009M-01-001.021 LAROSA SALVADORE JOHN 11517 BRIARSTONE PLACE GULFPORT MS 39503
 121609 1009M-01-001.020 ELROD JOHN & MARY JOHNSON PARRISH 22058 SAUCIER LIZANA RD SAUCIER MS 39574
 121597 1009M-01-001.027 LADNIER DANA ALLEN 11529 BRIARSTONE PL GULFPORT MS 39503
 121641 1009M-01-001.054 DOUCET GALEN P & PENNY 11516 BRIARSTONE PL GULFPORT MS 39503
 121615 1009M-01-001.026 HEITZMANN JASON B & PAIGE R 11527 BRIARSTONE PLACE GULFPORT MS 39503
 121613 1009M-01-001.024 PITTMAN WILLIAM C JR & JENNIFER C 11523 BRIARSTONE PLACE GULFPORT MS 39503
 121642 1009M-01-001.055 BANKSTON RALPH J & EMILIA Y 11520 BRIARSTONE PL GULFPORT MS 39503
 121618 1009M-01-001.030 MCCLENDON CARLYCE J & CHANDRA 11535 BRIARSTONE PL GULFPORT MS 39503
 URBAN DEVELOPMENT
 PLANNING & ZONING
 PO BOX 1780 | GULFPORT, MS | 1410 24TH AVENUE
 228.868.5710 | PLANNERS@GULFORT-MS.GOV


 PLANNING COMMISSION

Hearing Date: Thursday, May 28, 2026

General Plan 2605PC066: General Plan 2605PC066, by agent Brown,
Mitchell, & Alexander Inc, seeking approval for a 26-lot subdivision
with one out parcel, Tax Parcel 0908D-01-015.000, 0908E-01-
001.000, Orchard Street, Zoned R-1-7.5 (Single-family), T4+ (General
Urban Zone "Plus"), Ward 6
2605PC066 General Plan
  B-1 R-3 2 37 Site
 RD
 236 RD Street
 R-1-7.5 R-1-15
 Alley




 FOREST RIDGE DR
 SHADOW RIDGE Parcels
 RD R-1-15
 Buildings
 R-1-7.5
 R-3 Water Features
 HAYDEN ORCHARD S T Smart Code
 SKYLER MAE PL


 PL
 WESTWOOD
 RD T4+
 Zoning
 R-1-7.5
 B-1 - Neighborhood Business
 District
 EVERGREEN DR
 R-1-10 - Single Family Residence
 R-1-7.5 (Low Density)




 THREE RIVERS RD
 DEER FIELD DR
 R-1-15 - Single Family Residence
 District (Low Density)
 R-1-15 R-1-5 - Single Family Residence
 District (Medium Density)




 WINDWARD CIR
 R-1-7.5 - Single Family Residence
 District (Low Density)
 R-3 - General Residence (High
 W Density)
 IN
 D RI Site Information
 DG
 E
 DR 0908D-01-015.000
MAYS RD 0908E-01.001.000
 Zoning:R-1-7.5 (Single Family),
 T4+ (General Urban Zone Plus)
 Size: 71.6 Acres


 WINDWARD DR
 W Flood: X, AE
 IN
 DS
 R-1-5 O NG A ST
 DR 0 60 120 180

 Yards
 T4+ R-1-10




 BREEZEWAY CIR
 1 inch = 400 feet
 A L P HA B
 LO




 µ
 CU
 R-1-10 S TH
 ILL
 DR


 SUMMER PL
 D
 ET R
 C
 ST
 DATA DISCLAIMER: All information that is provided on
 this map is believed to be correct. However, no liability is
 assumed by the City of Gulfport for errors in substance or
 form of any of the materials published on this map. The



 WARPAT H
 GIS Division, City of Gulfport, provides the information
 HAWTHORN PL represented on this map as a service to the community
 HA WK and makes every effort possible to provide quality
 EAGLE information. However, no claims, promises, or
 RUNN PL
 IN
 E RUNNING
 TRL FEATHER guarantees about the accuracy, completeness, or
 DEER G adequacy of the information contained on this map are
 DEER DR LN expressed or implied.
 DR R-1-10
2605PC066 General Plan
 Legend



 TRACEWOOD DR TURTLE CREEK PKWY
 Site


 WILLIAMS RD HOLLIMAN RD
 Street
 EASEMENT
 Alley
 Buildings
 Water Features

 FOREST RIDG
 O'NEAL RD
 BELLAMARIE
 CE G
 T 56915
 RD 236
 A N ORI
 RD E RD 237 A
 DR
 BLVD RDE NS
 OR
 RD 1
 56920 1282 133156
 M 113553 1
 106180 56914 144633
 56922 148486 133157
 SHADOW RIDGE 100060 56923 56919 56913 144634
 100059144635 RE N
 RD 148490 144636
 SKYLER
 HAYDEN
 FLO
 148491 144637
 56948 MAE RD ORCHARD ST
 PL 148492 56925 P RE
 56926 S ER
 VATIO

 W ES TW OO
 148493 148495
 ND
 R




 THREE RIVERS RD
 56925 EVERGREEN DR
 148497 148508
 148498 148507
 E Y C IR
 107106
 56972 107090 148506
 56934 107092  107087 S TAR
 107104 107085 148505 1 D PL LN L
 IS RT
 HA
 A
 107083 E
 N
 105339 107081 CT EN
 WINDR 107079 148509 GRE
 ID
 GE 107077 LIA
 DR GN CIR
 107076 148748
 O
 MAYS RD 133207 0 120 240 360
 W
 MA
 IN 100849 148747
 DS 100846 148746 Yards
 ON 100844 16132 1
 G 100840 148745
 DR 100847 A ST
 LOC 148744
 100845 1 inch = 750 feet


 BREEZEWAY CIR
 US 148743
 TH 100839 148742 B
 ST
 ILL 109031 148741 MI




 µ
 DR 148740 DL
 AN
 109024 ST
 SUMMER 148739 D
 109022 100817 C CV
 109020
 PL 109016
 N PL
 109023 O
 MUSIC ST
 HAWTHO 109021 53707 53710 LD
 HAWK PL C W 1
 R
 53699 53701 R H
 E RUNNIN G 53702 53706 EE I
 CATAWPA
 DEER DR 53709 K SP
 100817 R ER DATA DISCLAIMER: All information
 GLA D YS S T PL D that is provided on this map is
 R UNNING
 ARTISAN
 N DR
 believed to be correct. However, no
 DEE R
 VATIO ARTISAN liability is assumed by the City of
 R E SE R RD
 DR GREEN BLVD Gulfport for errors in substance or
 BIG HORN
 LAVELLE DR LAKE FLORENCE RD
 BIG SKY DR form of any of the materials published

 DR
 on this map. The GIS Division, City
 CREOLE WAY
 HIGHLAND
 NORTH ST of Gulfport, provides the information


 DAIRY LN
 represented on this map as a service

 D
 AVE HOLLIM A N CIR to the community and makes every


 ALPHAB E T R
 KINDER
 WHISTLE CT effort possible to provide quality
 LETHA DR
HARMONY
 information. However, no claims,
 ST DAY BREA K promises, or guarantees about the

  CIR
 accuracy, completeness, or adequacy
 M ORLE Y DR CT WES
 TMINSTER of the information contained on this
 ARTES ST map are expressed or implied.
 BLVD
Mail PPIN Parcel ID Name Address City State ZIP
 Y 0908D-01-015.000 FLORENCE GARDENS, LLC (OWNER) 12321 PRESERVATION DRIVE GULFPORT MS 39503
 BROWN, MITCHELL & ALEXANDER, INC (AGENT) 131 RUE MAGNOLIA BILOXI MS 35930
 Adjacent Property Owners (2605PC066)
 107104 0908D-01-149.000 COOPER GEORGE S 12407 WINDWARD CIRCLE GULFPORT MS 39503
 56934 0908D-01-016.000 DANYOW KASEY HOLLACE 12378 THREE RIVERS RD GULFPORT MS 39503
 105339 0908D-01-129.000 LAND TRUST FOR MISS COASTAL PLAIN P O BOX 245 BILOXI MS 39533
 107105 0908D-01-148.000 HALL CLAYTON A 12404 WINDWARD CIR GULFPORT MS 39503
 107106 0908D-01-147.000 HOOD CHARLES 12402 WINDWARD CIR GULFPORT MS 39503
 107107 0908D-01-146.000 VANDERMEER MICHELLE A 12396 WINDWARD CIR GULFPORT MS 39503
 107092 0908D-01-145.000 RENSHAW JOREY J & RACHAEL 12388 WINDWARD CIR GULFPORT MS 39503
 107090 0908D-01-143.000 GARDNER GERALD & KAREN 12380 WINDWARD CIR GULFPORT MS 39503
 107087 0908D-01-141.000 SPEARS JAMARIO 12376 WINDWARD CIRCLE GULFPORT MS 39503
 56972 0808A-01-018.000 STIVER DORIS M -EST- 12387 THREE RIVERS RD GULFPORT MS 39503
 53700 0908E-01-037.000 CHALOULT ROSEMARY B ROUSSEAUX 102 EAGLE FEATHER LN GULFPORT MS 4E+08
 53701 0908E-01-038.000 WALDROP FORREST T & MARY C 105 EAGLE FEATHER LN GULFPORT MS 39503
 53699 0908E-01-036.000 MIGLIACCIO YOLANDA W 101 WARPATH TRL GULFPORT MS 39503
 107091 0908D-01-144.000 EASY RENTAL LLC 17173 ORANGE GROVE RD GULFPORT MS 39503
 107089 0908D-01-142.000 HANCOCK ANCE J & MICHELE A 12378 WINDWARD CIR GULFPORT MS 39503
 109022 0908E-01-001.046 JENSEN JOHN M & SHARI LYNN 11408 JORDON RD OCEAN SPRINGS MS 4E+08
 109018 0908E-01-001.044 PRUITT LEON D & CATHY A 13394 LOCUST HILL DR GULFPORT MS 39503
 109021 0908E-01-001.041 STICKLER RICHARD L & JACKIE F 13374 LOCUST HILL DR GULFPORT MS 39503
 107078 0908D-01-132.000 VALENCIA AARON 707 E POTTER DRIVE PHOENIX AZ 85024
 107084 0908D-01-138.000 STREETER MELISSA M 12368 WINDWARD DRIVE GULFPORT MS 39503
 113553 0908D-01-012.001 CHEEKS GARY L & DORIS T 12502 ROAD 236 GULFPORT MS 39503
 100060 0908D-01-013.001 BROADUS LINDA JARRARD 18681 HWY 67 BILOXI MS 39532
 107083 0908D-01-137.000 VALENCIA AARON 12364 WINDWARD CIR GULFPORT MS 39503
 N 107076 0908D-01-130.000 STATE OF MISSISSIPPI OCT 31,2005 SALE 0
 109025 0908E-01-001.048 RODRIGUEZ BRYCE PATRICK & PATRICK H 854 JOE YENNI BLVD, APT 4 KENNER LA 70065
 56914 0908D-01-003.000 FLOWERS KEVIN ETAL 12486 ROAD 237 GULFPORT MS 39503
 100059 0908D-01-002.001 SPOONER JOHN JOSEPH JR 12488 ROAD 237 GULFPORT MS 39503
 56925 0908D-01-015.000 FLORENCE GARDENS LLC 12321 PRESERVATION DR GULFPORT MS 39503
 100844 0908D-01-049.000 MCGEE VICTOR T & JANICE R 12302 WINDWARD DR GULFPORT MS 39503
 107077 0908D-01-131.000 PATHWAY RENTALS LLC 12410 BEAU FOREST DR GULFPORT MS 39503
 100842 0908D-01-048.000 TOLER TERRY & EILERMANN JANET 2620 RUE PALAFOX BILOXI MS 39531
 107081 0908D-01-135.000 MJP DEVELOPMENT LLC 15240 CREOSOTE RD GULFPORT MS 39503
 107080 0908D-01-134.000 OLIVER MARY E 12350 WINDWARD CIR GULFPORT MS 39503
Mail PPIN Parcel ID Name Address City State ZIP
 100843 0908D-01-044.000 GCP1 LLC P O BOX 511 SAUCIER MS 39574
 100841 0908D-01-043.000 BELL JAMARCUS 13391 WINDSONG DR GULFPORT MS 39503
 100839 0908D-01-042.000 SCOTT RACHAEL J 13395 WINDSONG DR GULFPORT MS 39503
 100838 0908D-01-041.000 HILL STEPHANIE & MCDONALD JENNIFER 13399 WINDSONG DRIVE GULFPORT MS 39503
 100849 0908D-01-052.000 HUDSON JENNIFER N 12316 WOODWARD DRIVE GULFPORT MS 39503
 N 109024 0908E-01-001.047 RODRIGUEZ BRYCE PATRICK & PATRICK H 854 JOE YENNI BLVD, APT 4 KENNER LA 70065
 N 56926 0908D-01-013.000 FLORENCE GARDENS LLC 12321 PRESERVATION DR GULFPORT MS 39503
 100846 0908D-01-050.000 MORGAN REBECCA LYNNE 12306 WINDWARD DR GULFPORT MS 39503
 109020 0908E-01-001.045 HIGHTOWER KHALIL 13398 LOCUST HILL DR GULFPORT MS 39503
 1282 0908D-01-007.000 GOTTLICH HUGO G -EST- 13363 ONEAL RD GULFPORT MS 39503
 109023 0908E-01-001.042 EILERMANN JANET & TERRY TOLAR 14352 CHESTWOOD COVE GULFPORT MS 39503
 56920 0908D-01-008.000 GOTTLICH HUGO GEORGE -EST- 13363 O'NEAL RD GULFPORT MS 4E+08
 N 106180 0908D-01-013.002 BROADUS LINDA JARRARD 18653 HWY 67 BILOXI MS 39532
 56913 0908D-01-004.000 SPOONER JOHN J & BETTIE F 11 PROGRESS RD BROOKLYN MS 39425
 100848 0908D-01-051.000 TOMOHAWK PROPERTIES LLC P O BOX 420 KILN MS 39556
 107079 0908D-01-133.000 BROOKS BARBARA A -TOD- 12344 WINDWARD DR GULFPORT MS 39503
 53709 0908E-01-047.000 TATE BARBARA E & TURNER CARLOTTA 101 TOMAHAWK TRAIL GULFPORT MS 39503
 53702 0908E-01-039.000 KENNEDY JOHN & RUTHIE N 1815 22ND AVE GULFPORT MS 39501
 53706 0908E-01-044.000 WANZO VICTORIA L & WILLIE JR 102 TOMAHAWK TRAIL GULFPORT MS 39503
 100847 0908D-01-046.000 MONTGOMERY NATALIE S 12288 WINDWARD DR GULFPORT MS 39503
 109016 0908E-01-001.043 TAYLOR SHARINDA R 13386 LOCUST HILL DR GULFPORT MS 39503
 107085 0908D-01-139.000 OLSON JAMES MICHAEL 12372 WINDWARD CIR GULFPORT MS 39503
 56915 0908D-01-006.000 MCINNIS SYLVIA JEANETTE 14055 JOHN CLARK RD #3A GULFPORT MS 39503
 N 107082 0908D-01-136.000 MJP DEVELOPMENT LLC 15240 CREOSOTE RD GULFPORT MS 39503
 N 56923 0908D-01-011.000 FLORENCE GARDENS LLC 12321 PRESERVATION DR GULFPORT MS 39503
 56948 0808A-01-001.000 DESTINY CHURCH INC 12401 THREE RIVERS RD GULFPORT MS 39503
 100845 0908D-01-045.000 ARIOLA KEONI SHAY CHIN LUNG -ETAL- P O BOX 2045 EWA BEACH HI 96706
 109031 0908E-01-001.051 SMITH RYAN C & AMY 13416 LOCUST HILL DR GULFPORT MS 39503
 100840 0908D-01-047.000 HOOB HUNTA ANN 12294 WINWARD DRIVE GULFPORT MS 39503
 N 133207 0908D-01-130.000 GULFPORT CITY OF OCT 31,2005 SALE 0
 133156 0908D-01-006.000 WILSON MICHAEL D 14121 S SWAN RD GULFPORT MS 39503
 133157 0908D-01-006.000 JAMISON RONNIE EARL 20546 JOHNSON RD LONG BEACH MS 39560
 N 56922 0908D-01-014.000 ASHTON BAY CW LLC C/O READ PROPERTY GROUP LLC
 BROOKLYN NY 11204
 53710 0908E-01-046.000 EDWARDS SANDRA M 103 TOMAHAWK TRAIL GULFPORT MS 39503
 53707 0908E-01-045.000 DAVISON MICHAEL A & LAKISHA T 104 TOMAHAWK TRAIL GULFPORT MS 39503
 N 16132 0908E-01-001.000 FLORENCE GARDENS LLC 12321 PRESERVATION DR GULFPORT MS 39503
Mail PPIN Parcel ID Name Address City State ZIP
 144636 0908C-01-001.047 KENNEDY KRISTEN MARIE ETAL 520 BEACH BLVD APT 507 BILOXI MS 39530
 144635 0908C-01-001.046 BARANELLO JOHN PAUL & PAMELA ANN 12517 WESTWOOD PLACE GULFPORT MS 39503
 144634 0908C-01-001.045 CULLINANE WILLIAM & DEBORAH 12521 WESTWOOD PL GULFPORT MS 39503
 144633 0908C-01-001.044 GERWICK CHRISTOPHER M & SHANNON L 12527 WESTWOOD PL GULFPORT MS 39503
 144637 0908C-01-001.048 HUFF RICHARD & KELLY 12507 WESTWOOD PLACE GULFPORT MS 39503
 148486 0908D-01-009.006 DAVID ROBERT S & EDUPUGANTI HEMA 13470 FOREST RIDGE DR GULFPORT MS 39503
 N 56917 0908D-01-010.000 FLORENCE GARDENS LLC 12321 PRESERVATION DR GULFPORT MS 39503
 N 56919 0908D-01-009.000 FLORENCE GARDENS LLC 12321 PRESERVATION DR GULFPORT MS 39503
 148499 0908D-01-009.019 ELLIOTT HOMES LLC 1402 PASS RD GULFPORT MS 39501
 N 148509 0908D-01-009.029 FLORENCE GARDENS LLC 12321 PRESERVATION DR GULFPORT MS 39503
 N 148508 0908D-01-009.028 ELLIOTT HOMES LLC 1402 PASS ROAD GULFPORT MS 39501
 148494 0908D-01-009.014 COOK MARY C & DALE J 13234 EVERGREEN DR GULFPORT MS 39503
 148493 0908D-01-009.013 HAYNES ROCHELLE L 13250 EVERGREEN DR GULFPORT MS 39503
 148492 0908D-01-009.012 WASHINGTON MANUEL & FELECIA 13341 FOREST RIDGE DR GULFPORT MS 39503
 N 148491 0908D-01-009.011 ELLIOTT HOMES LLC 1402 PASS RD GULFPORT MS 39501
 148490 0908D-01-009.010 LESKOWICH BRIAN & LISA 13357 FOREST RIDGE DR GULFPORT MS 39503
 148495 0908D-01-009.015 LEE ROBERT CARL & TERRE 13226 EVERGREEN DR GULFPORT MS 39503
 148496 0908D-01-009.016 MIDDLETON SARAH & CHARLES HUNTER 13218 EVERGREEN DR GULFPORT MS 39503
 148498 0908D-01-009.018 MATTINA JEFFREY JOHN & DIANNE C 13527 EVERGREEN DR GULFPORT MS 39503
 148497 0908D-01-009.017 BOSLETT FAMILY TRUST 13509 EVERGREEN DR GULFPORT MS 39503
 148500 0908D-01-009.020 DANG DOI VAN & KIEP 13605 DEER FIELD DR GULFPORT MS 39503
 N 148504 0908D-01-009.024 FLORENCE GARDENS LLC 12321 PRESERVATION DR GULFPORT MS 39503
 N 148503 0908D-01-009.023 FLORENCE GARDENS LLC 12321 PRESERVATION DR GULFPORT MS 39503
 N 148507 0908D-01-009.027 ELLIOTT HOMES LLC 1402 PASS RD GULFPORT MS 39501
 N 148506 0908D-01-009.026 FLORENCE GARDENS LLC 12321 PRESERVATION DR GULFPORT MS 39503
 N 148505 0908D-01-009.025 ELLIOTT HOMES LLC 1402 PASS ROAD GULFPORT MS 39501
 N 148740 0908C-01-001.115 ELLIOTT HOMES LLC 1402 PASS ROAD GULFPORT MS 39501
 N 148739 0908C-01-001.114 ELLIOTT HOMES LLC 1402 PASS RD GULFPORT MS 39501
 N 148741 0908C-01-001.116 ELLIOTT HOMES LLC 1402 PASS RD GULFPORT MS 39501
 N 148744 0908C-01-001.119 FLORENCE GARDENS LLC 12321 PRESERVATION DR GULFPORT MS 39503
 N 148742 0908C-01-001.117 FLORENCE GARDENS LLC 12321 PRESERVATION DR GULFPORT MS 39503
 N 148743 0908C-01-001.118 FLORENCE GARDENS LLC 12321 PRESERVATION DR GULFPORT MS 39503
 N 148745 0908C-01-001.120 ELLIOTT HOMES LLC 1402 PASS RD GULFPORT MS 39501
 N 148746 0908C-01-001.121 FLORENCE GARDENS LLC 12321 PRESERVATION DR GULFPORT MS 39503
 N 148747 0908C-01-001.122 ELLIOTT HOMES LLC 1402 PASS RD GULFPORT MS 39501
 N 148748 0908C-01-001.123 ELLIOTT HOMES LLC 1402 PASS RD GULFPORT MS 39501
 URBAN DEVELOPMENT
 PLANNING & ZONING
 PO BOX 1780 | GULFPORT, MS | 1410 24TH AVENUE
 228.868.5710 | PLANNERS@GULFORT-MS.GOV


 PLANNING COMMISSION

Hearing Date: Thursday, May 28, 2026

General Plan 2605PC067: General Plan 2605PC067, by agent Brown,
Mitchell, & Alexander Inc, seeking approval for a 7-lot subdivision,
Tax Parcel 0908D-01-015.000, Orchard Street, Zoned R-1-7.5 (Single-
family), Ward 6
2605PC067 General Plan
  R-2 Site
 Street




 TRACEWOOD DR
 HOLLIMAN RD
 Parcels


 WILLIAMS RD
 R-2 Buildings
 B-1 Water Features
 Smart Code

 B-1 T4+
 R-1-15
 Zoning
 O'NEAL RD
 B-1 - Neighborhood Business District

 BELLAMARIE
 ANO
 R
 RD
 R-1-10 - Single Family Residence
 RD
 TO
 R-3 (Low Density)
 RD 236 RD 237
 B-1 RI
 M




 FOREST RIDGE DR
 R-1-7.5 R-1-15 - Single Family Residence
 District (Low Density)
 R-1-5 - Single Family Residence
 District (Medium Density)
 R-1-7.5 - Single Family Residence
 District (Low Density)
 SHADOW RIDGE R-1-7.5
 R-2 - Single Family Residence
 RD District (Medium Density)




 W E STW OOD PL
 R-3 R-3 - General Residence (High




 THREE RIVERS RD
 ORCHARD ST Density)
 SKYLER MAE RD
 Site Information
 0908D-01-015.000
 R-1-7.5
 Zoning:R-1-7.5 (Single Family)
 Size: 25.18 Acres
 EVERGREEN DR
 Flood: X, AE
 R-1-7.5




 DEER FIELD DR
 R-1-10 R-1-15 0 60 120 180

 Yards



 WINDWARD CIR
 1 inch = 400 feet




 µ
 W
 IN
 D RI
 DG
 R-1-5 E
 DR
MAYS RD
 DATA DISCLAIMER: All information that is provided on


 BREEZEWAY
 this map is believed to be correct. However, no liability is
 R-1-10 assumed by the City of Gulfport for errors in substance or




 WINDWARD DR
 T4+
 form of any of the materials published on this map. The
 W
 CIR
 IN GIS Division, City of Gulfport, provides the information
 D SO represented on this map as a service to the community

 ALPHABET
 N G
 and makes every effort possible to provide quality
 DR information. However, no claims, promises, or
 LOCUST A guarantees about the accuracy, completeness, or

 RD
 H ST
 DR ILL adequacy of the information contained on this map are
 expressed or implied.
2605PC067 General Plan
 BEAU Legend



 TURTLE CREEK PKWY
 TRACEWOOD DR
 FOREST
 DR Site


 HOLLIMAN RD
 FOREST RID
 Street

 EASEMENT

 GE
 Alley
 Buildings


 DR
 WILLIAMS RD
 Water Features
 M A NO
 BELLAMARIE
 O'NEAL RD
 R
 RD 56915
 RD 236
 OR
 RI
 TO RD 56920 133157 RD 237
 EN
 CE G
 100060 1 1
 133156

 B LV ARDE NS
 56922 106180 56923 148486 1282 56914 144633
 113553 56919 144634
 56913 144635
 D
 SHADOW RIDGE 148490 144636
 RD 148491 144637
 56948 SKYLER MAE  RD ORCHARD ST
 148492
 FL
 56925
 56926 148496
 148493 148495

 W E STW OO
 56925 EVERGREEN DR
 148497 148508 RTLEY
 107106 107090 148507 HA CIR
 56972 56934 107104 107087 148506 S
 148505 AN TAR LN
 107101 1 D PL IS
 E
 105339 CT IA
 WIND OL IR

 WINDWARD
 RI
 DG M NC
 E GR A G
 DR EE N

 DR WINDWARD
 MAYS RD
 WI
 ND 0 130 260 390




 THREE RIVERS RD
 SO 16132 1

 CIR
 NG
 DR AS Yards
 T




 BREEZEWAY CIR
 LO
 CU ST
 ST 1 inch = 800 feet
 B
 H IL MI
 L DR DL
 AN
 D
 SUMMER T




 µ
 CV
 CS ND
 R
 PL R N PL TIO
 O

 MUSIC ST

 TOMAHAWK TRL
 SE LD
 HAWTHO RV
 C W
 HAWK PL A
 R H 1
 WARPATH EE I
 CATAW PA E RUNNING P RE K SP
 DEER DR TRL R ER
 GLA DY S ST D
 PL
 R UNNIN
 ION DR
 G ARTISAN
 RVAT
 DE ER ARTISAN DATA DISCLAIMER: All information
 DR RE S E RD
 GREEN BLVD that is provided on this map is
 LAVELLE DR RE SERVATIO N DR LA KE FLORENCE RD
 B IG HO RN
 believed to be correct. However, no
 BIG SKY DR liability is assumed by the City of
 CREOLE
 DR
 NORTH ST Gulfport for errors in substance or
 WAY form of any of the materials published
 DAIRY on this map. The GIS Division, City
 LN of Gulfport, provides the information
 LETHA KINDER WHISTLE CT



HARMONY CIR
 represented on this map as a service
 ST DR to the community and makes every
 HIGHLAND


 HOLLIMAN CIR
 AL
 M ORLE Y DR DAYBREAK CT effort possible to provide quality
 AB
 AVE
 information. However, no claims,
 ARTES ST PH
 promises, or guarantees about the
 PRUDIE
 ET ESTMINSTER accuracy, completeness, or adequacy
 W BLVD LUNA of the information contained on this
 CIR
 RD
 HOUGHTON DR CT
 PRUDIE ST map are expressed or implied.
Mail PPIN Parcel ID Name Address City State ZIP
 Y 0908D-01-015.000 FLORENCE GARDENS, LLC (OWNER) 12321 PRESERVATION DRIVE GULFPORT MS 39503
 BROWN, MITCHELL & ALEXANDER, INC (AGENT) 131 RUE MAGNOLIA BILOXI MS 35930
 Adjacent Property Owners (2605PC067)
 107104 0908D-01-149.000 COOPER GEORGE S 12407 WINDWARD CIRCLE GULFPORT MS 39503
 56934 0908D-01-016.000 DANYOW KASEY HOLLACE 12378 THREE RIVERS RD GULFPORT MS 39503
 105339 0908D-01-129.000 LAND TRUST FOR MISS COASTAL PLAIN P O BOX 245 BILOXI MS 39533
 107105 0908D-01-148.000 HALL CLAYTON A 12404 WINDWARD CIR GULFPORT MS 39503
 107106 0908D-01-147.000 HOOD CHARLES 12402 WINDWARD CIR GULFPORT MS 39503
 107107 0908D-01-146.000 VANDERMEER MICHELLE A 12396 WINDWARD CIR GULFPORT MS 39503
 107092 0908D-01-145.000 RENSHAW JOREY J & RACHAEL 12388 WINDWARD CIR GULFPORT MS 39503
 107090 0908D-01-143.000 GARDNER GERALD & KAREN 12380 WINDWARD CIR GULFPORT MS 39503
 107087 0908D-01-141.000 SPEARS JAMARIO 12376 WINDWARD CIRCLE GULFPORT MS 39503
 56972 0808A-01-018.000 STIVER DORIS M -EST- 12387 THREE RIVERS RD GULFPORT MS 39503
 107103 0908D-01-150.000 BATES STEVEN C 5258 W DAKIN ST CHICAGO IL 6E+08
 107100 0908D-01-153.000 FAIRLEY REJANAE & HARRISON JALAYLA 12375 WINDWARD CIRCLE GULFPORT MS 39503
 107091 0908D-01-144.000 EASY RENTAL LLC 17173 ORANGE GROVE RD GULFPORT MS 39503
 107089 0908D-01-142.000 HANCOCK ANCE J & MICHELE A 12378 WINDWARD CIR GULFPORT MS 39503
 107102 0908D-01-151.000 ADAIR HOLDINGS LLC 405 #115TH ST STE 100 OMAHA NE 68154
 107101 0908D-01-152.000 GLORIA TAMMY MARIE 12393 WINDWARD CIR GULFPORT MS 39503
 113553 0908D-01-012.001 CHEEKS GARY L & DORIS T 12502 ROAD 236 GULFPORT MS 39503
 100060 0908D-01-013.001 BROADUS LINDA JARRARD 18681 HWY 67 BILOXI MS 39532
 56914 0908D-01-003.000 FLOWERS KEVIN ETAL 12486 ROAD 237 GULFPORT MS 39503
 100059 0908D-01-002.001 SPOONER JOHN JOSEPH JR 12488 ROAD 237 GULFPORT MS 39503
 N 56925 0908D-01-015.000 FLORENCE GARDENS LLC 12321 PRESERVATION DR GULFPORT MS 39503
 N 56926 0908D-01-013.000 FLORENCE GARDENS LLC 12321 PRESERVATION DR GULFPORT MS 39503
 1282 0908D-01-007.000 GOTTLICH HUGO G -EST- 13363 ONEAL RD GULFPORT MS 39503
 56920 0908D-01-008.000 GOTTLICH HUGO GEORGE -EST- 13363 O'NEAL RD GULFPORT MS 4E+08
 N 106180 0908D-01-013.002 BROADUS LINDA JARRARD 18653 HWY 67 BILOXI MS 39532
 56913 0908D-01-004.000 SPOONER JOHN J & BETTIE F 11 PROGRESS RD BROOKLYN MS 39425
 107099 0908D-01-154.000 TROPHY FISH LLC 2347 LOST CHANNEL BILOXI MS 39531
 56915 0908D-01-006.000 MCINNIS SYLVIA JEANETTE 14055 JOHN CLARK RD #3A GULFPORT MS 39503
 N 56923 0908D-01-011.000 FLORENCE GARDENS LLC 12321 PRESERVATION DR GULFPORT MS 39503
 56948 0808A-01-001.000 DESTINY CHURCH INC 12401 THREE RIVERS RD GULFPORT MS 39503
 133156 0908D-01-006.000 WILSON MICHAEL D 14121 S SWAN RD GULFPORT MS 39503
 133157 0908D-01-006.000 JAMISON RONNIE EARL 20546 JOHNSON RD LONG BEACH MS 39560
 N 56922 0908D-01-014.000 ASHTON BAY CW LLC C/O READ PROPERTY GROUP LLC BROOKLYN NY 11204
Mail PPIN Parcel ID Name Address City State ZIP
 N 16132 0908E-01-001.000 FLORENCE GARDENS LLC 12321 PRESERVATION DR GULFPORT MS 39503
 144636 0908C-01-001.047 KENNEDY KRISTEN MARIE ETAL 520 BEACH BLVD APT 507 BILOXI MS 39530
 144635 0908C-01-001.046 BARANELLO JOHN PAUL & PAMELA ANN 12517 WESTWOOD PLACE GULFPORT MS 39503
 144634 0908C-01-001.045 CULLINANE WILLIAM & DEBORAH 12521 WESTWOOD PL GULFPORT MS 39503
 144633 0908C-01-001.044 GERWICK CHRISTOPHER M & SHANNON L 12527 WESTWOOD PL GULFPORT MS 39503
 144637 0908C-01-001.048 HUFF RICHARD & KELLY 12507 WESTWOOD PLACE GULFPORT MS 39503
 148486 0908D-01-009.006 DAVID ROBERT S & EDUPUGANTI HEMA 13470 FOREST RIDGE DR GULFPORT MS 39503
 N 56917 0908D-01-010.000 FLORENCE GARDENS LLC 12321 PRESERVATION DR GULFPORT MS 39503
 N 56919 0908D-01-009.000 FLORENCE GARDENS LLC 12321 PRESERVATION DR GULFPORT MS 39503
 148499 0908D-01-009.019 ELLIOTT HOMES LLC 1402 PASS RD GULFPORT MS 39501
 N 148508 0908D-01-009.028 ELLIOTT HOMES LLC 1402 PASS ROAD GULFPORT MS 39501
 148494 0908D-01-009.014 COOK MARY C & DALE J 13234 EVERGREEN DR GULFPORT MS 39503
 148493 0908D-01-009.013 HAYNES ROCHELLE L 13250 EVERGREEN DR GULFPORT MS 39503
 148492 0908D-01-009.012 WASHINGTON MANUEL & FELECIA 13341 FOREST RIDGE DR GULFPORT MS 39503
 N 148491 0908D-01-009.011 ELLIOTT HOMES LLC 1402 PASS RD GULFPORT MS 39501
 148490 0908D-01-009.010 LESKOWICH BRIAN & LISA 13357 FOREST RIDGE DR GULFPORT MS 39503
 148495 0908D-01-009.015 LEE ROBERT CARL & TERRE 13226 EVERGREEN DR GULFPORT MS 39503
 148496 0908D-01-009.016 MIDDLETON SARAH & CHARLES HUNTER 13218 EVERGREEN DR GULFPORT MS 39503
 148498 0908D-01-009.018 MATTINA JEFFREY JOHN & DIANNE C 13527 EVERGREEN DR GULFPORT MS 39503
 148497 0908D-01-009.017 BOSLETT FAMILY TRUST 13509 EVERGREEN DR GULFPORT MS 39503
 148500 0908D-01-009.020 DANG DOI VAN & KIEP 13605 DEER FIELD DR GULFPORT MS 39503
 N 148507 0908D-01-009.027 ELLIOTT HOMES LLC 1402 PASS RD GULFPORT MS 39501
 N 148506 0908D-01-009.026 FLORENCE GARDENS LLC 12321 PRESERVATION DR GULFPORT MS 39503
 N 148505 0908D-01-009.025 ELLIOTT HOMES LLC 1402 PASS ROAD GULFPORT MS 39501
 N 1 0908C-01-001.000 FLORENCE GARDENS LLC 12321 PRESERVATION DRIVE GULFPORT MS 39503
 URBAN DEVELOPMENT
 PLANNING & ZONING
 PO BOX 1780 | GULFPORT, MS | 1410 24TH AVENUE
 228.868.5710 | PLANNERS@GULFORT-MS.GOV


 PLANNING COMMISSION

Hearing Date: Thursday, May 28, 2026

General Plan 2605PC069: General Plan 2605PC069, by Elliott Homes
LLC, seeking approval for a 53-lot subdivision with 2 outparcels, Tax
Parcels 1010M-02-001.000, 1010M-02-001.002, 1010M-02-001.003,
1010M-02-001.004, 1010M-02-001.005, 1010M-02-001.006, 1010M-
02-005.001, 5th Street, 311 Cowan Road, Zoned T4L (General Urban
Zone "Limited"), T4+ (General Urban Zone "Plus"), Ward 2
2605PC069 General Plan
 Site
 CONCH US or State Highway
 DR Street
 Railroad
 R-2
 Parcels
 5TH S T
 T3 Buildings
 B-2 Water Features
 Smart Code
 ST T5
 JA MES
 T4+
 B LV D
 T4L
 ¬
 «605 T3
 Zoning
 B-2 - General Business District
 T5 R-2 - Single Family Residence District


 COWAN RD
 (Medium Density)
 Site Information
 1010M-02.001.000, 1010M-
 02.001.003, 1010M-02.001.004,
 1010M-02.001.005, 1010M-
 T4L 02.001.006, 1010M-02.005.000,
 1010M-02-001.002



 Y GLEN LN
 Zoning:T4L (General Urban Zone



W ES TB UR
 LINS
 COL D Limited), T4+ (Gernal Urban Zone
 BLV
 Plus)
 Size: 12.28 Acres
 Flood: X

 T4+
 0 25 50 75

 Yards
 L E LN
 MIDD 1 inch = 150 feet


 MEADOWS LN

 µ
 ¬
 «605




 DATA DISCLAIMER: All information that is provided on
 this map is believed to be correct. However, no liability is
 assumed by the City of Gulfport for errors in substance or
 form of any of the materials published on this map. The
 D LN GIS Division, City of Gulfport, provides the information
 ER FOR represented on this map as a service to the community
 WAT and makes every effort possible to provide quality
 information. However, no claims, promises, or
 guarantees about the accuracy, completeness, or
 adequacy of the information contained on this map are
 expressed or implied.
2605PC069 General Plan
 Legend
 FOREST DR
 Site
 US or State Highway
 Street
 NORTH S T
 REDFISH DR Railroad
 Buildings



 SILVER RIDGE AVE
 GUINN
  ST
 130605 Water Features
 ST
 KRILL CT SOUTH

 CONCH DR

 VE
 FLOUNDER WAY
 83952 WEST A
 99937
 VD
 M ES BL
 83954 ST JA
 21087 S T 135039 135037
 5TH



 LIVE OAK AVE
 135038
 21095 135041
 21098 135042 135040 84077
 138709 117379
 21096 25454 VD
 21083
 LIN S BL
 117266 COL

 COWAN RD
 SILVER 134156 84059
 134158 21084
 LN 25444
 TULE 134160
 134162 25446 0 60 120 180
 LN
 MEADOWS
 134164
 134262 134166 134177 25445 Yards
 31543 134168
 134170
 134179
 134220 134196 134181
 LN 21085 21086
 605
 ¬
 « CEN
 134184
 93874 1 inch = 400 feet
 134198 134186 L
 HUNTERS
 DR TRA
 134197 134188 OR
 93873 URC




 µ
 134190 C
 GLN
 134206 115942
 134208 134192 115946 AVE
 21207 93904
 134261 115950 115945 93905
 115953 93903
 OA K
 129082 115954 LN
 129083 115914
 21189 CEN TURY OAK S
 DR GEORGIA PL DATA DISCLAIMER: All information
 that is provided on this map is


 MILRAY LN
 believed to be correct. However, no
 liability is assumed by the City of
 Gulfport for errors in substance or
 form of any of the materials published
 on this map. The GIS Division, City
 of Gulfport, provides the information
 TOWNSHIP RD
 represented on this map as a service
 to the community and makes every



MARKHAM DR PHILLIPS DR PARADISE AVE
 effort possible to provide quality
 OCEAN VIEW DR information. However, no claims,
 OLEANDER
 promises, or guarantees about the
 LAURE L accuracy, completeness, or adequacy
 DR DR of the information contained on this
 map are expressed or implied.
Mail PPIN Parcel ID Name Address City State ZIP
 Y 1010M-01-005.000 ELLIOTT LAND DEVELOPMENTS, LLC (OWNER) 1520 29TH AVE GULFPORT MS 39501
 Adjacent Property Owners(2605PC069)
 25454 1010N-01-088.000 BLETHEN SHANNAN & MICHELLE 493 OAK LANE GULFPORT MS 39507
 115948 1010M-03-010.073 FRANCIS DELVIN W & ANGELA F 1281 CENTURY OAKS DR APT C GULFPORT MS 39507
 115949 1010M-03-010.074 BATISTE ROXANNE 207 VINEMONT DR LAFAYETTE LA 70501
 21087 1010M-01-018.000 RETTIG JOHN C JR & BETSY C 23416 S PINECREST RD SAUCIER MS 39574
 117266 1010N-01-087.001 ROCK SOLID PROPERTY LLC 83 MORRELL CIR HATTIESBURG MS 39402
 115950 1010M-03-010.075 BARTON AISHA 2526 CEZANNE CIR MISSOURI CITY  TX 77459
 93904 1010N-04-011.003 HAPPY VACATIONS LLC P O BOX 406 BILOXI MS 39533
 21207 1010M-03-001.000 WW MAJURE HOLDINGS LLC 13 POPLAR CIRCLE GULFPORT MS 39507
 115942 1010M-03-010.067 PITRE BLAKE PAUL 301 ROBERTA GROVE BLVD HOUMA LA 70363
 117379 1010M-02-002.001 HOGAN PROPERTIES LLC 351 COWAN RD GULFPORT MS 39507
 115941 1010M-03-010.066 FOGT DERICK L & THY N 5213 MONTIANO LANE DUBLIN CA 94568
 115952 1010M-03-010.077 ENVISION REALTY LLC 457 MARY KAY CT LINTHICUM HGHTSMO 21090
 93873 1010N-04-010.001 1803 LLC P O BOX 7586 GULFPORT MS 39506
 115945 1010M-03-010.070 POTEET ANDREW 44057 NICOLAS CIR HAMMOND LA 70403
 115947 1010M-03-010.072 BACHUS JACQUELINE BROWN 4512 S ROCHEBLAVE ST NEW ORLEANS LA 70125
 115953 1010M-03-010.078 HAYWOOD EBONY 1261-B CENTURY OAKS DR, UNIT 52 GULFPORT MS 39507
 N 83954 1010M-01-016.000 HOGAN PROPERTIES LLC 351 COWAN RD GULFPORT MS 39507
 21095 1010M-02-006.000 EVANS IDELLA W ETAL 1801 COLONIAL LANE EAST MOBILE AL 36618
 25445 1010N-01-096.000 DALEY ROBERT M & JEREMIA R P O BOX 4273 GULFPORT MS 39502
 N 21086 1010M-02-004.000 GULFPORT CITY OF 0
 115946 1010M-03-010.071 GREENE NANCE R 6 CALLE HERMOSA PENSACOLA BEACHFL 32561
 99937 1010M-01-014.001 THOMAS JACK LEE & JACK DELL 944 CLEVELAND AVE GULFPORT MS 39507
 21098 1010M-02-007.000 MITCHELL JOHN ANTHONY & TARA MOORE 982 5TH ST GULFPORT MS 39507
 93905 1010N-04-011.004 BLETHEN SHANNAN R & MICHELLE L 493 OAK LANE GULFPORT MS 39507
 93874 1010N-04-010.002 CASTRO GEIDY MELIZA RAUDALES 1805 CURCOR DR GULFPORT MS 39507
 115943 1010M-03-010.068 DANIEL ANNIE 4188 N MAIDEN DR BATON ROUGE LA 70809
 N 84077 1010N-01-087.000 ROCK SOLID PROPERTY LLC 83 MORRELL CIR HATTIESBURG MS 39402
 21084 1010M-02-003.000 HUONG NGUYEN THI & PHONG LE 312 RODENBURG AVE BILOXI MS 39531
 115944 1010M-03-010.069 BEARD PATRICIA & WILLIAM & MICHAEL 1283 C CENTURY OAK DR GULFPORT MS 39507
 N 93903 1010N-04-011.002 1803 LLC P O BOX 7586 GULFPORT MS 39506
 115951 1010M-03-010.076 HOANG PHILLIP 18028 ALLEN RD LONG BEACH MS 39560
 115954 1010M-03-010.079 PHUNG ANDREW 85 PLUMERIA COURT DANVILLE CA 94506
 25446 1010N-01-095.000 HENDERSON RONALD D & NAKISHA W 11601 CARLENE DR GULFPORT MS 39503
 25444 1010N-01-097.000 ROBERTS QUITMAN C & SYDNEY F 2004 COLLINS BLVD GULFPORT MS 39507
Mail PPIN Parcel ID Name Address City State ZIP
 83952 1010M-01-015.000 SLIDE RULE LLC 1049 5TH STREET GULFPORT MS 39507
 134157 1010M-02-010.002 WESTBURY II LLC P O BOX 389 BILOXI MS 39533
 N 134162 1010M-02-010.007 WESTBURY II LLC P O BOX 389 BILOXI MS 39533
 N 134163 1010M-02-010.008 WESTBURY II LLC P O BOX 389 BILOXI MS 39533
 134164 1010M-02-010.009 HOSLEY-BEARDEN INVESTMENTS LLC 839B 28TH STREET STE 203 GULFPORT MS 39507
 N 134170 1010M-02-010.015 WESTBURY II LLC P O BOX 389 BILOXI MS 39533
 134172 1010M-02-010.017 OLD MISSION LLC 309 BARBER ST SPRING LAKE MI 49456
 N 134173 1010M-02-010.018 OLD MISSION LLC 309 BARBER ST SPRING LAKE MI 49456
 N 134179 1010M-02-010.024 HOSLEY-BEARDEN INVESTMENTS LLC 839B 28TH STREET STE 203 GULFPORT MS 39501
 N 134181 1010M-02-010.026 HOSLEY-BEARDEN INVESTMENTS LLC 839B 28TH STREET STE 203 GULFPORT MS 39501
 N 134192 1010M-02-010.037 HOSLEY-BEARDEN INVESTMENTS LLC 839B 28TH STREET STE 203 GULFPORT MS 39501
 N 135040 1010M-02-001.004 HOGAN PROPERTIES LLC 351 COWAN RD GULFPORT MS 39507
 N 135039 1010M-02-001.003 HOGAN PROPERTIES LLC 351 COWAN RD GULFPORT MS 39507
 N 134158 1010M-02-010.003 WESTBURY II LLC P O BOX 389 BILOXI MS 39533
 N 134159 1010M-02-010.004 WESTBURY II LLC P O BOX 389 BILOXI MS 39533
 N 134160 1010M-02-010.005 WESTBURY II LLC P O BOX 389 BILOXI MS 39533
 N 134161 1010M-02-010.006 WESTBURY II LLC P O BOX 389 BILOXI MS 39533
 N 134166 1010M-02-010.011 HOSLEY-BEARDEN INVESTMENTS LLC 839B 28TH STREET STE 203 GULFPORT MS 39501
 N 134168 1010M-02-010.013 WESTBURY II LLC P O BOX 389 BILOXI MS 39533
 N 134169 1010M-02-010.014 WESTBURY II LLC P O BOX 389 BILOXI MS 39533
 N 134174 1010M-02-010.019 OLD MISSION LLC 309 BARBER ST SPRING LAKE MI 49456
 N 134175 1010M-02-010.020 OLD MISSION LLC 309 BARBER ST SPRING LAKE MI 49456
 N 134177 1010M-02-010.022 HOSLEY-BEARDEN INVESTMENTS LLC 839 28TH STREET STE 203 GULFPORT MS 39501
 N 134184 1010M-02-010.029 HOSLEY-BEARDEN INVESTMENTS LLC 839B 28TH STREET STE 203 GULFPORT MS 39501
 N 134186 1010M-02-010.031 HOSLEY-BEARDEN INVESTMENTS LLC 839B 28TH STREET STE 203 GULFPORT MS 39501
 N 134188 1010M-02-010.033 HOSLEY-BEARDEN INVESTMENTS LLC 839B 28TH STREET STE 203 GULFPORT MS 39501
 N 134190 1010M-02-010.035 HOSLEY-BEARDEN INVESTMENTS LLC 839B 28TH STREET STE 203 GULFPORT MS 39501
 N 134196 1010M-02-010.041 HOSLEY-BEARDEN INVESTMENTS LLC 839B 28TH STREET STE 203 GULFPORT MS 39501
 N 134197 1010M-02-010.042 OLD MISSION LLC 309 BARBER ST SPRING LAKE MI 49456
 N 134198 1010M-02-010.043 OLD MISSION LLC 309 BARBER ST SPRING LAKE MI 49456
 N 134208 1010M-02-010.053 HOSLEY-BEARDEN INVESTMENTS LLC 839B 28TH STREET STE 203 GULFPORT MS 39501
 N 134262 1010M-02-010.107 HOSLEY-BEARDEN INVESTMENTS LLC 839B 28TH STREET STE 203 GULFPORT MS 39501
 N 135038 1010M-02-001.002 HOGAN PROPERTIES LLC 351 COWAN RD GULFPORT MS 39507
 N 135037 1010M-02-001.001 HOGAN PROPERTIES LLC 351 COWAN RD GULFPORT MS 39507
 138709 1010M-02-002.002 SPECTRASITE COMMUNICATIONS -LESSEE- C/O PROPERY TAX DEPT ATLANTA GA 31139
 21085 1010M-02-005.001 COLLINS ENTERPRISES INC 2720 CHANNEL PLACE BILOXI MS 4E+08
Mail PPIN Parcel ID Name Address City State ZIP
 21083 1010M-02-002.000 CATHOLIC SOCIAL & COMMUNITY SERVICE 1790 POPPS FERRY RD BILOXI MS 39532
 N 21096 1010M-02-008.000 MITCHELL JOHN ANTHONY & TARA MOORE 982 5TH ST GULFPORT MS 39507
 N 134156 1010M-02-010.001 WESTBURY II LLC P O BOX 389 BILOXI MS 39533
 115914 1010M-03-010.040 IMPERIAL DEVELOPMENT III LLC 7555 HWY 98 WEST PENSACOLA FL 32506
 129079 1010M-03-010.154 C'EST FOU SERVICES LLC 996 EL MONTE AVE MOUNTAIN VIEW CA 94040
 129080 1010M-03-010.155 WM PROPERTIES COMPANY 900 CEDAR AVE N MAPLE LAKE MN 55358
 129081 1010M-03-010.156 FARRIER RODNEY -TRUSTEE- 2842 PARK HILL DR KATY TX 77494
 129082 1010M-03-010.157 RJB VENTURES LLC 4730 SOUTH FORT APACHE RD STE 300LAS VEGAS NV 9E+08
 129083 1010M-03-010.158 GOODMAN ROY M & MARIELA L 1225 CENTURY OAKS DR UNIT C GULFPORT MS 39507
 129084 1010M-03-010.159 BUNT DANIEL JOHN & EMILY 1225 CENTURY OAKS DR APT B GULFPORT MS 39507
 129085 1010M-03-010.160 CHAN ANNA -TRUSTEE- 218 MISSION ST SANTA CRUZ CA 95060
 N 21189 1010M-03-010.000 IMPERIAL DEVELOPMENT III LLC 7555 HWY 98 WEST PENSACOLA FL 32506
 N 134228 1010M-02-010.073 HOSLEY-BEARDEN INVESTMENTS LLC 839B 28TH STREET STE 203 GULFPORT MS 39501
 N 134171 1010M-02-010.016 WESTBURY II LLC P O BOX 389 BILOXI MS 39533
 N 134176 1010M-02-010.021 OLD MISSION LLC 309 BARBER ST SPRING LAKE MI 49456
 N 134261 1010M-02-010.106 HOSLEY-BEARDEN INVESTMENTS LLC 839B 28TH STREET STE 203 GULFPORT MS 39501
 N 134194 1010M-02-010.039 HOSLEY-BEARDEN INVESTMENTS LLC 839B 28TH STREET STE 203 GULFPORT MS 39501
 N 134206 1010M-02-010.051 HOSLEY-BEARDEN INVESTMENTS LLC 839B 28TH STREET STE 203 GULFPORT MS 39501
 N 134220 1010M-02-010.065 HOSLEY-BEARDEN INVESTMENTS LLC 839B 28TH STREET STE 203 GULFPORT MS 39501
 N 134224 1010M-02-010.069 HOSLEY-BEARDEN INVESTMENTS LLC 839B 28TH STREET STE 203 GULFPORT MS 39501
 N 31543 1010M-02-010.000 HOSLEY-BEARDEN INVESTMENTS LLC 839B 28TH STREET STE 203 GULFPORT MS 39501
 N 84059 1010M-02-001.000 HOGAN PROPERTIES LLC 351 COWAN RD GULFPORT MS 39507
 N 135042 1010M-02-001.006 HOGAN PROPERTIES LLC 351 COWAN RD GULFPORT MS 39507
 N 135041 1010M-02-001.005 HOGAN PROPERTIES LLC 351 COWAN RD GULFPORT MS 39507
 130605 1010M-01-013.001 GULF GROVE OF GULFPORT LLC 14397 CREOSOTE RD GULFPORT MS 39503
 URBAN DEVELOPMENT
 PLANNING & ZONING
 PO BOX 1780 | GULFPORT, MS | 1410 24TH AVENUE
 228.868.5710 | PLANNERS@GULFORT-MS.GOV


 PLANNING COMMISSION

Hearing Date: Thursday, May 28, 2026

Tree Permit Appeal 2605PC070: Tree Permit Appeal 2605PC070, by
owners Michael Russell & Kirsten Wilson-Russell, seeking to appeal a
denied tree permit, Tax Parcel 0711O-04-028.004, 4719 W Beach
Blvd, Zoned T4L (General Urban Zone "Limited"), Ward 2
2605PC070 Appeal
 Site
 US or State Highway
 Street
 Alley
 Parcels
 Buildings
 Smart Code
 T4L
 FO U
 RN
 E
 AV
 IN T4L IER
 BR
 SE
 G
 CI R




 Site Information
 0711O-04-028.004
 Zoning: T4L (General Urban Zone
 Limited
 90
 £
 ¤ Size: 4514.01 sqft (6851.78 sqft
 after lot combination, not shown
 on map)
 Flood: AE
 LVD
 ACH B 0 10 20 30
 W BE

 Yards
 £
 ¤90
 1 inch = 70 feet




 µ
 DATA DISCLAIMER: All information that is provided on
 this map is believed to be correct. However, no liability is
 assumed by the City of Gulfport for errors in substance or
 form of any of the materials published on this map. The
 GIS Division, City of Gulfport, provides the information
 represented on this map as a service to the community
 and makes every effort possible to provide quality
 information. However, no claims, promises, or
 guarantees about the accuracy, completeness, or
 adequacy of the information contained on this map are
 expressed or implied.
2605PC070 Appeal
 Legend
 Y ST Site
 LE
 FIN US or State Highway
 Street
 Alley
 Buildings

 80850


 80851
 90903 FO U
 RN
 90962
 80852 E
 80843 AV
 80855 IER
 IN
 BR
 SE 80853
 80842 G
 CI R 80854

 80841



 80833
 80834
 80835 0 10 20 30
 80836
 80837 Yards
 80839 80838 90
 £
 ¤
 80840
 1 inch = 90 feet




 µ
 LVD
 ACH B
 W BE


 90
 £
 ¤
 DATA DISCLAIMER: All information
 that is provided on this map is
 believed to be correct. However, no
 liability is assumed by the City of
 Gulfport for errors in substance or
 form of any of the materials published
 on this map. The GIS Division, City
 of Gulfport, provides the information
 represented on this map as a service
 to the community and makes every
 effort possible to provide quality
 information. However, no claims,
 promises, or guarantees about the
 accuracy, completeness, or adequacy
 of the information contained on this
 map are expressed or implied.
Mail PPIN Parcel ID Name Address City State ZIP
 Y 0711O-04-028.004 MIKE & KIRSTEN RUSSELL (OWNERS) 4719 W BEACH BLVD GULFPORT MS 39501
 Adjacent Property Owners (2605PC070)
 90962 0711O-04-025.000 TUSCAN VILLAS CONDO ASSOC INC 1521 GIUFFRIAS AVE METAIRIE AL 70001
 80833 0711O-04-028.001 PRUSSIA STEPHEN LEO & LYNN SMITH 4701 W BEACH BLVD GULFPORT MS 39501
 80840 0711O-04-028.008 RIED DEWAINE L & SUSAN E -TRUSTEES- 4743 W BEACH BLVD GULFPORT MS 39501
 80839 0711O-04-028.007 TRAN TIEN & DANG PHUNG KIM 15281 CAMELOT DR MS 39540
 80838 0711O-04-028.006 SMITH CHRISTINE DANIELLE 4731 W BEACH BLVD GULFPORT MS 39501
 80837 0711O-04-028.005 FITZGERALD MICHAEL & DIANE 703 CENTRAL AVE HOUMA LA 70364
 80836 0711O-04-028.004 RUSSELL MICHAEL & KIRSTEN WILSON 14315 REEDER ST OVERLAND PARK KS 66221
 80835 0711O-04-028.003 FORREST BRADLEY D & BRANDY R 1011 ALPHABET RD GULFPORT MS 39503
 N 80834 0711O-04-028.002 FORREST BRADLEY D & BRANDY R 1011 ALPHABET RD GULFPORT MS 39503
 80842 0711O-04-028.010 2G HOLDING LLC 9326 LOBOUY RD PASS CHRISTIAN MS 39571
 N 80843 0711O-04-028.011 2G HOLDING LLC 9326 LOBOUY RD PASS CHRISTIAN MS 39571
 N 80841 0711O-04-028.009 2G HOLDING LLC 9326 LOBOUY RD PASS CHRISTIAN MS 39571
 N 80854 0711O-04-028.022 2G HOLDING LLC 9326 LOBOUY RD PASS CHRISTIAN MS 39571
 80853 0711O-04-028.021 PRUSSIA STEPHEN L & LYNN S 4701 W BEACH BLVD GULFPORT MS 39501
 N 90903 0711O-04-028.000 2G HOLDING LLC 9326 LOBOUY RD PASS CHRISTIAN MS 39571
 N 80855 0711O-04-028.023 2G HOLDING LLC 9326 LOBOUY RD PASS CHRISTIAN MS 39571
 N 80850 0711O-04-028.018 2G HOLDING LLC 9326 LOBOUY RD PASS CHRISTIAN MS 39571
 N 80851 0711O-04-028.019 2G HOLDING LLC 9326 LOBOUY RD PASS CHRISTIAN MS 39571
 N 80852 0711O-04-028.020 2G HOLDING LLC 9326 LOBOUY RD PASS CHRISTIAN MS 39571
 URBAN DEVELOPMENT
 PLANNING & ZONING
 PO BOX 1780 | GULFPORT, MS | 1410 24TH AVENUE
 228.868.5710 | PLANNERS@GULFORT-MS.GOV


 PLANNING COMMISSION

Hearing Date: Thursday, May 28, 2026

Special Exception 2606SE071: Special Exception 2606SE071, by agent
Kelli Bell, seeking approval for a lounge use, Tax Parcel 0811K-04-
001.000, 1429 25th Avenue, Zoned T6 (Urban Core Zone), Ward 2
2606SE071 Special Exception
 Site
 US or State Highway
 Street
 26TH AVE Alley
 Railroad
 Parcels
 16TH ST Buildings
 Smart Code
 49
 £
 ¤ T6
 T5

 ST
 15TH




 Site Information
 25TH AVE
 T
 RO AD S
 W RAIL 0811K-04-001.000
 Zoning: T6 (Urban Core Zone)
 Size: 4874.17 sqft
 Flood: X



 0 10 20 30

 Yards

 1 inch = 100 feet




 µ
 49
 £
 ¤
 T6
 T5
 DATA DISCLAIMER: All information that is provided on
 this map is believed to be correct. However, no liability is
 assumed by the City of Gulfport for errors in substance or
 form of any of the materials published on this map. The
 GIS Division, City of Gulfport, provides the information
 represented on this map as a service to the community
 and makes every effort possible to provide quality
 information. However, no claims, promises, or
 guarantees about the accuracy, completeness, or
 adequacy of the information contained on this map are
 14TH ST expressed or implied.
  2606SE071 Special Exception
 17TH ST Legend
 Site
 US or State Highway
 49
 £
 ¤ Street
 Alley
 Railroad

 26TH AVE
 Buildings


 25TH AVE
 20056
 20049 20070
 20051 20069
 20041 90801
 20052 20068

 16TH ST 20067

 110197 140580
 ST
 89875 15TH
 24TH AVE

 20125
 142792 D ST
 RO A 20126 0 30 60 90
 89875 W RAIL 49
 20127 £
 ¤ 20124 Yards

 104522 20128
 89729 1 inch = 200 feet




 µ
 20121
 89703
 89704 20117




 14TH ST DATA DISCLAIMER: All information


 27TH AV E
 that is provided on this map is
 believed to be correct. However, no
 liability is assumed by the City of
 Gulfport for errors in substance or

29TH AVE
 28TH AVE
 form of any of the materials published
 on this map. The GIS Division, City
 of Gulfport, provides the information
 represented on this map as a service
 to the community and makes every
 effort possible to provide quality
 information. However, no claims,
 promises, or guarantees about the
 accuracy, completeness, or adequacy
 of the information contained on this
 map are expressed or implied.
Mail PPIN Parcel ID Name Address City State ZIP
 Y 0811K-04-001.000 ANEWSOUTH PROPERTIES, LLC (OWNER) 2211 GOVERNMENT STREET OCEAN SPRINGS MS 39564
 KELLI BELL (AGENT) 1612 CAHILL DRIVE GULFPORT MS 39507
 Adjacent Property Owners(2606SE071)
 20056 0811F-04-063.000 WETZEL JAMES K & GARNETTE ANN ETAL P O DRAWER 1 GULFPORT MS 39502
 20068 0811F-04-039.000 GULF PINES GIRL SCOUT COUNCIL IN 500 HUTCHINSON AVE HATTIESBURG MS 4E+08
 20126 0811K-04-001.000 ANEWSOUTH PROPERTIES LLC 2211 GOVERNMENT STREET OCEAN SPRINGS MS 39564
 N 89703 0811K-04-004.000 HANCOCK BANK C/O VEE SERVICES, INC. DALLAS TX 75230
 20124 0811K-03-022.000 BFS RETAIL & COMMERCIAL OPERATIONS 200 4TH AVE SOUTH NASHVILLE TN 37201
 20121 0811K-03-020.000 LEVI JOEL M ETAL 1508 KENSINGTON AVE OCEAN SPRINGS MS 39564
 20049 0811F-04-044.000 MARIE TRAVIS & COMPANY LLC 9163 ASHBURN LN GULFPORT MS 39503
 90801 0811F-04-064.000 NECAISE LOIS ANN P O BOX 717 GULFPORT MS 39502
 20069 0811F-04-038.000 MOSES DEPARTMENT STORE 1612 25TH AVE GULFPORT MS 39501
 20051 0811F-04-042.000 MONTELLA PROPERTIES LLC 126 JEFF DAVIS AVE LONG BEACH MS 39560
 20070 0811F-04-037.000 TINDELL INVESTMENTS & PROPERTY LLC 20 MOCKINGBIRD LANE GULFPORT MS 39507
 20128 0811K-04-003.000 GRIFFIN MARY BRASH ETAL C/O P O BOX 146 GULFPORT MS 39502
 20067 0811F-04-040.000 1600 25TH AVENUE LLC 1600 25TH AVE GULFPORT MS 39501
 20127 0811K-04-002.000 ICONIC BUILDINGS LLC 12321 PRESERVATION DR GULFPORT MS 39503
 20052 0811F-04-041.000 MONTELLA PROPERTIES LLC 126 JEFF DAVIS AVE LONG BEACH MS 39560
 N 20125 0811F-03-017.000 HANCOCK BANK C/O VEE SERVICES INC DALLAS TX 75230
 N 104522 0811K-04-007.000 HANCOCK BANK 11700 PRESTON ROAD DALLAS TX 75230
 89704 0811K-04-006.000 HANCOCK BANK 11700 PRESTON ROAD SUITE 660-#193DALLAS TX 75230
 N 20117 0811K-03-019.000 LEVI JOEL ETAL 1508 KENSINGTON AVE OCEAN SPRINGS MS 39564
 20041 0811F-04-066.000 COS INC D/B/A CLAY'S OFFICE SUPPLY 1601 26TH AVE GULFPORT MS 39501
 N 89875 0811L-01-001.000 GULFPORT CITY OF 0
 89729 0811K-03-021.000 OWEN JOE SAM P O BOX 673 GULFPORT MS 39502
 N 110197 0811F-04-075.000 GULFPORT CITY OF P O BOX 59 GULFPORT MS 39502
 N 140580 0811F-04-075.000 POP BROTHERS LLC -LESSEE- C/O GULFORT CITY OF -LESSOR- GULFPORT MS 39501
 N 142792 0811L-01-001.000 ALLTEL COMM WIRELESS OF LA -LESSEE- D/B/A VERIZON WIRELESS BASKING RIDGE NJ 7920
 URBAN DEVELOPMENT
 PLANNING & ZONING
 PO BOX 1780 | GULFPORT, MS | 1410 24TH AVENUE
 228.868.5710 | PLANNERS@GULFORT-MS.GOV


 PLANNING COMMISSION

Hearing Date: Thursday, May 28, 2026

General Plan 2606PC072: General Plan 2606PC072, by agent Knesal
Engineering Services Inc, seeking approval for a 96 lot zero-lot line
development with 8 out parcels, Tax Parcels 0910N-03-011.000,
0910N-03-012.000, 0910N-03-013.000, 0910N-03-014.000, 0910N-
03-015.000, 0910N-04-020.000, 0910N-04-019.000, 0910N-04-
018.000, 0910N-04-021.000, 0910N-03-035.000, 0910N-03-034.000,
0910N-03-033.000, 0910N-03-032.000, 0910N-03-031.000, 0910N-
03-039.000, 0910N-03-038.000, 0910N-03-037.000, 0910N-03-
036.000, 0910N-04-039.000, 0910N-04-040.000, 0910N-04-041.000,
0910N-04-042.000, 0910N-04-043.000, 0910N-04-044.000, 0910N-
04-045.000, 0910N-04-046.000, 0911C-01-007.000, 0911C-01-
006.000, Magnolia Drive, Zoned R-2 (Single-family), Ward 3
2606PC072 General Plan
 D Site
B-2 AVE
 Street
 30TH ST
 Alley
 Parcels
 Buildings
 Water Features



 MAGNOLIA DR
 Zoning
 B-2 - General Business District
 R-2 - Single Family Residence
 District (Medium Density)

 Site Information
 29TH ST
 0910N-03-011.000, 0910N-03-
 B AVE 012.000, 0910N-03-013.000, 0910N-
 03-014.000, 0910N-03-015.000,
 0910N-03-031.000, 0910N-03-
 032.000, 0910N-03-033.000, 0910N-
 03-034.000, 0910N-03-035.000,
 0910N-03-036.000, 0910N-03-
 037.000, 0910N-03-038.000, 0910N-
 03-039.000, 0911C-01.017.000,
 0910N-04-020.000, 0910N-04-
 019.000, 0910N-04-018.000, 0910N-
 04-021.000, 0910N-04-039.000,
 R-2
 0910N-04-046.000, 0910N-04-
 045.000, 0910N-04-044.000, 0910N-
 04-043.000, 0910N-04-042.000,
 0910N-04-041.000, 0910N-04-
 040.000, 0911C-01-006.000
 Zoning:R-2 (Single Family)
 28TH ST
 Size: 13.19 Acres
 Flood: A ,X, AE
B-2
 Coffee Creek 0 30 60 90



 26TH-1/2 ST
 Yards
 1 inch = 200 feet




 µ
 DATA DISCLAIMER: All information that is provided on
 this map is believed to be correct. However, no liability is
 assumed by the City of Gulfport for errors in substance or
 form of any of the materials published on this map. The
B-2 GIS Division, City of Gulfport, provides the information
 ST represented on this map as a service to the community
 26TH H ST and makes every effort possible to provide quality
 25T information. However, no claims, promises, or
 guarantees about the accuracy, completeness, or
 adequacy of the information contained on this map are
 expressed or implied.
 COFFEE CREEK SUBDIVISION
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

Node Summary 25-Year
 Nodes
FILE NAME: Coffee Creek Subd SSA Model 2026-04-06 152810.spf
 Discharging
 Ground/ Max Offsite
SN Element Element Invert Rim Peak HGL
 ID Type Elev. (Max) Inflow Elev. Peak
 Elev. Attained Outflow
 (ft) (ft)  (cfs) (ft) (cfs)
 1 Junction-1 at Gutter Slope Change Junction 18.52 19.52 0.59 18.74
 2 Junction-Pipe-17 to Ditch Junction 12.00 15.00 16.41 13.10
 3 Pond-1-Outfall Box Junction 11.40 18.00 0.96 16.54
 4 Pond-1-Outfall Junction* Junction 11.20 17.20 0.77 11.21
 5 Pond-2-Outfall Box Junction 12.30 20.00 3.86 14.18
 6 Out-1 (Pipe-01) Outfall 1.36 1.36
 7 Out-2 (Direct Offsite) Outfall 1.27 1.27
 8 Out-3 (Pond-1) Outfall 0.77 0.77
 9 Out-4 (Pipe-17 Outfall Ditch) Outfall 16.41 16.41
10 Out-5 (Pipe 18) Outfall 1.98 1.98
12 Pond-1 Storage Node 11.40 18.00 16.07 16.74
13 Pond-2 Storage Node 12.30 21.00 23.16 18.61

 Developed Peak Flow to Offsite 21.79

11 Pre-Developed Flow Outfall Outfall 0.00 28.56 Pre-Developed Peak Flow 28.56

 Under -6.77




Pond Efficiency
 FLOWS ELEVATIONS
 Ground/ Max
 Rim HGL
 Peak **Peak (Max) Elev.
 Inflow Outflow Attenuation Elev.  Attained Freeboard
 (cfs)  (cfs) (cfs) % (ft) (ft) (ft)
12 Pond-1 Storage Node 16.07 1.16 14.91 92.78% 18.00 16.74 1.26
13 Pond-2 Storage Node 23.16 4.53 18.63 80.44% 21.00 18.61 2.39


* The Outfall Junction includes the flow, if any, from the emergency outfall weir.
** Referenced from the attached software printout




 1 of 67
DRAINAGE CALCULATIONS SUMMARY
PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026




 2 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Project Description
 File Name ................................................................................... -df.SPF


Project Options
 Flow Units .................................................................................. CFS
 Elevation Type ............................................................................. Elevation
 Hydrology Method ....................................................................... Modified Rational
 Time of Concentration (TOC) Method ........................................... User-Defined
 Link Routing Method ................................................................... Hydrodynamic
 Enable Overflow Ponding at Nodes .............................................. YES
 Skip Steady State Analysis Time Periods ....................................... NO


Analysis Options
 Start Analysis On ........................................................................ 00:00:00 0:00:00
 End Analysis On .......................................................................... 00:00:00 3:00:00
 Start Reporting On ...................................................................... 00:00:00 0:00:00
 Antecedent Dry Days ................................................................... 0 days
 Runoff (Dry Weather) Time Step ................................................... 0 01:00:00 days hh:mm:ss
 Runoff (Wet Weather) Time Step .................................................. 0 00:05:00 days hh:mm:ss
 Reporting Time Step .................................................................... 0 00:05:00 days hh:mm:ss
 Routing Time Step ....................................................................... 30 seconds


Number of Elements
 Qty
 Rain Gages ................................................................................. 0
 Subbasins................................................................................... 22
 Nodes......................................................................................... 29
 Junctions ............................................................................. 5
 Outfalls ................................................................................ 6
 Flow Diversions .................................................................... 0
 Inlets ................................................................................... 16
 Storage Nodes ..................................................................... 2
 Links........................................................................................... 34
 Channels ............................................................................. 3
 Pipes ................................................................................... 19
 Pumps ................................................................................. 0
 Orifices ................................................................................ 2
 Weirs ................................................................................... 10
 Outlets ................................................................................ 0
 Pollutants ................................................................................... 0
 Land Uses .................................................................................. 0




Rainfall Details
 Return Period.............................................................................. 25 year(s)




 3 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin Summary
  SN Subbasin Area Weighted Total Total Total Peak Time of
 ID Runoff Rainfall Runoff Runoff Runoff Concentration
 Coefficient Volume
 (ac) (in) (in) (ac-in) (cfs) (days hh:mm:ss)
 1 A-0 0.33 0.5900 2.17 1.28 0.42 1.27 0 00:05:00
 2 A-01 0.33 0.6300 2.17 1.37 0.45 1.36 0 00:05:00
 3 A-02 2.13 0.6400 2.17 1.39 2.96 8.89 0 00:05:00
 4 A-03 1.10 0.6900 2.17 1.50 1.65 4.95 0 00:05:00
 5 A-04 0.83 0.3800 2.17 0.83 0.69 2.06 0 00:05:00
 6 A-05 0.55 0.6400 2.17 1.39 0.77 2.30 0 00:05:00
 7 A-06 0.37 0.6900 2.17 1.50 0.56 1.67 0 00:05:00
 8 A-07a 0.64 0.6200 2.17 1.35 0.86 2.59 0 00:05:00
 9 A-07b 0.34 0.5000 2.17 1.09 0.37 1.11 0 00:05:00
 10 A-08 0.71 0.4400 2.17 0.96 0.68 2.04 0 00:05:00
 11 A-09 0.39 0.6100 2.17 1.33 0.52 1.55 0 00:05:00
 12 A-10 1.94 0.6400 2.17 1.39 2.70 8.10 0 00:05:00
 13 A-11 0.18 0.6000 2.17 1.30 0.23 0.70 0 00:05:00
 14 A-12 0.41 0.7200 2.17 1.57 0.64 1.93 0 00:05:00
 15 A-13 0.36 0.3900 2.17 0.85 0.31 0.92 0 00:05:00
 16 A-15 0.88 0.5200 2.17 1.13 0.99 2.98 0 00:05:00
 17 A-16 0.72 0.7300 2.17 1.59 1.14 3.43 0 00:05:00
 18 A-17 1.19 0.6900 2.17 1.50 1.79 5.35 0 00:05:00
 19 A-18 0.41 0.7400 2.17 1.61 0.66 1.98 0 00:05:00
 20 B-01 0.27 0.3000 2.17 0.65 0.18 0.53 0 00:00:00
 21 B-14 0.23 0.4600 2.17 1.00 0.23 0.69 0 00:10:00
 22 Pre-DevelopedSite 14.60 0.3000 2.17 0.65 9.52 28.56 0 00:10:00




 4 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Node Summary
  SN Element Element Invert Ground/Rim Initial Surcharge Ponded Peak Max HGL
 ID Type Elevation (Max) Water Elevation Area Inflow Elevation
 Elevation Elevation Attained


 (ft) (ft) (ft) (ft) (ft²) (cfs) (ft)
 1 Junction-1 at Gutter Slope Change Junction 18.52 19.52 18.52 22.00 0.00 0.59 18.74
 2 Junction-Pipe-17 to Ditch Junction 12.00 15.00 12.10 15.00 0.00 16.41 13.10
 3 Pond-1-Outfall Box Junction 11.40 18.00 11.40 18.00 0.00 0.96 16.54
 4 Pond-1-Outfall Junction Junction 11.20 17.20 11.20 17.20 0.00 0.77 11.21
 5 Pond-2-Outfall Box Junction 12.30 20.00 12.30 20.00 0.00 3.86 14.18
 6 Out-1 (Pipe-01) Outfall 14.00 1.36 14.43
 7 Out-2 (Direct Offsite) Outfall 18.00 1.27 18.00
 8 Out-3 (Pond-1) Outfall 10.00 0.77 10.00
 9 Out-4 (Pipe-17 Outfall Ditch) Outfall 11.90 16.41 12.88
  10 Out-5 (Pipe 18) Outfall 12.00 1.98 12.37
  11 Pre-Developed Flow Outfall Outfall 0.00 28.56 0.00
  12 Pond-1 Storage Node 11.40 18.00 11.40 0.00 16.07 16.74
  13 Pond-2 Storage Node 12.30 21.00 12.30 0.00 23.16 18.61




 5 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Link Summary
 SN Element Element From To (Outlet) Length Inlet Outlet Average Diameter or Manning's Peak
 ID Type (Inlet) Node Invert Invert Slope Height Roughness Flow
 Node Elevation Elevation


 (ft) (ft) (ft) (%) (in) (cfs)
 1 Pipe-01 Pipe CI-16 Out-1 (Pipe-01) 165.31 15.17 14.00 0.7100 15.000 0.0130 1.36
 2 Pipe-02 Pipe CI-01 CI-02 27.48 15.58 15.24 1.2400 18.000 0.0130 8.91
 3 Pipe-03 Pipe CI-02 Pond-1 47.00 15.24 11.50 7.9600 24.000 0.0130 14.01
 4 Pipe-05 Pipe CI-12 CI-13 83.50 18.25 18.03 0.2600 18.000 0.0130 2.43
 5 Pipe-06 Pipe CI-13 CI-14 123.31 17.86 17.60 0.2100 18.000 0.0130 4.19
 6 Pipe-07a Pipe CI-14 CI-15 50.67 17.60 17.52 0.1600 18.000 0.0130 6.91
 7 Pipe-07b Pipe CI-15 CI-06 378.24 17.52 16.87 0.1700 24.000 0.0130 8.12
 8 Pipe-08 Pipe CI-06 CI-07 82.13 16.87 16.68 0.2300 24.000 0.0130 10.22
 9 Pipe-09 Pipe CI-07 CI-04 163.29 16.68 15.84 0.5100 24.000 0.0130 11.89
 10 Pipe-10 Pipe CI-03 CI-04 42.62 15.94 15.34 1.4100 24.000 0.0130 8.21
 11 Pipe-11 Pipe CI-04 CI-05 55.52 15.34 15.12 0.4000 30.000 0.0130 20.86
 12 Pipe-12 Pipe CI-05 Pond-2 108.00 15.12 13.61 1.4000 30.000 0.0130 22.24
 13 Pipe-13 Pipe Pond-2-Outfall Box CI-09 41.43 12.30 12.21 0.2100 15.000 0.0130 3.91
 14 Pipe-15 Pipe CI-08 CI-09 192.27 14.82 12.99 0.9500 18.000 0.0130 3.69
 15 Pipe-16 Pipe CI-09 CI-10 29.05 12.23 12.18 0.1700 30.000 0.0130 11.07
 16 Pipe-17 Pipe CI-10 Junction-Pipe-17 to Ditch 63.00 12.18 12.00 0.2900 30.000 0.0130 16.41
 17 Pipe-18 Pipe CI-11 Out-5 (Pipe 18) 20.00 12.50 12.00 2.5000 15.000 0.0130 1.98
 18 Pond-1 Direct Outfall Link Pipe Pond-1-Outfall Junction Out-3 (Pond-1) 20.00 11.20 0.00 56.0000 12.000 0.0150 0.77
 19 Pond-1-Outfall Pipe Pipe Pond-1-Outfall Box Pond-1-Outfall Junction 60.00 11.40 11.20 0.3300 15.000 0.0130 0.77
 20 By-Pass Link-1-Segment-1 Channel CI-05 Junction-1 at Gutter Slope Change 85.00 19.46 18.52 1.1100 7.080 0.0150 0.59
 21 By-Pass Link-1-Segment-2 Channel Junction-1 at Gutter Slope Change CI-09 277.00 18.52 17.31 0.4400 7.080 0.0150 0.58
 22 OutfallDitch(fromPipe17 Channel Junction-Pipe-17 to Ditch Out-4 (Pipe-17 Outfall Ditch) 15.00 12.00 11.90 0.6700 24.000 0.0320 16.41
 23 Pond-1-Orifice Orifice Pond-1 Pond-1-Outfall Box 11.40 11.40 8.000 0.96
 24 Pond-2-Orifice Orifice Pond-2 Pond-2-Outfall Box 12.30 12.30 8.000 3.86
 25 Pond-1-Spillway Weir Pond-1 Pond-1-Outfall Junction 11.40 11.20 0.00
 26 Pond-1-Weir-01 Weir Pond-1 Pond-1-Outfall Box 11.40 11.40 0.00
 27 Pond-1-Weir-02 Weir Pond-1 Pond-1-Outfall Box 11.40 11.40 0.00
 28 Pond-1-Weir-03 Weir Pond-1 Pond-1-Outfall Box 11.40 11.40 0.00




 6 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Inlet Summary
 SN Element Inlet Manufacturer Inlet Number of Catchbasin Max (Rim) Initial Ponded Peak Peak Flow Peak Flow Inlet Allowable Max Gutter
 ID Manufacturer Part Location Inlets Invert Elevation Water Area Flow Intercepted Bypassing Efficiency Spread Spread
 Number Elevation Elevation by Inlet during Peak during Peak
 Inlet Flow Flow
 (ft) (ft) (ft) (ft²) (cfs) (cfs) (cfs) (%) (ft) (ft)
 1 CI-01 FHWA HEC-22 GENERIC N/A On Sag 2 15.58 18.83 15.58 10.00 8.89 N/A N/A N/A 7.00 21.86
 2 CI-02 FHWA HEC-22 GENERIC N/A On Sag 1 15.24 18.83 15.24 10.00 4.95 N/A N/A N/A 7.00 12.58
 3 CI-03 FHWA HEC-22 GENERIC N/A On Sag 3 15.94 20.65 15.94 10.00 8.10 N/A N/A N/A 7.00 15.92
 4 CI-04 FHWA HEC-22 GENERIC N/A On Sag 1 15.34 20.65 15.34 10.00 0.70 N/A N/A N/A 7.00 5.82
 5 CI-05 FHWA HEC-22 GENERIC N/A On Grade 3 15.12 19.46 15.12 N/A 1.92 1.34 0.59 69.42 7.00 1.40
 6 CI-06 FHWA HEC-22 GENERIC N/A On Sag 1 16.87 22.67 16.87 10.00 2.04 N/A N/A N/A 7.00 11.82
 7 CI-07 FHWA HEC-22 GENERIC N/A On Sag 1 16.68 21.95 16.68 10.00 1.55 N/A N/A N/A 7.00 9.85
 8 CI-08 FHWA HEC-22 GENERIC N/A On Sag 1 14.82 18.16 14.82 10.00 3.67 N/A N/A N/A 7.00 17.84
 9 CI-09 FHWA HEC-22 GENERIC N/A On Sag 1 12.23 17.31 12.23 10.00 3.43 N/A N/A N/A 7.00 16.75
 10 CI-10 FHWA HEC-22 GENERIC N/A On Sag 1 12.15 17.31 12.15 10.00 5.35 N/A N/A N/A 7.00 15.18
 11 CI-11 FHWA HEC-22 GENERIC N/A On Sag 1 12.50 16.38 12.50 10.00 1.98 N/A N/A N/A 7.00 11.59
 12 CI-12 FHWA HEC-22 GENERIC N/A On Sag 1 18.25 22.66 18.25 10.00 2.30 N/A N/A N/A 7.00 12.80
 13 CI-13 FHWA HEC-22 GENERIC N/A On Sag 1 17.86 22.19 17.86 10.00 1.66 N/A N/A N/A 7.00 10.33
 14 CI-14 FHWA HEC-22 GENERIC N/A On Sag 1 17.60 21.50 17.60 10.00 2.59 N/A N/A N/A 7.00 13.86
 15 CI-15 FHWA HEC-22 GENERIC N/A On Sag 1 17.52 21.31 17.52 10.00 1.11 N/A N/A N/A 7.00 8.11
 16 CI-16 FHWA HEC-22 GENERIC N/A On Sag 1 15.17 22.23 15.17 10.00 1.36 N/A N/A N/A 7.00 9.01




 7 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin Hydrology


 Subbasin : A-0

 Input Data

 Area (ac) ................................................................... 0.33
 Weighted Runoff Coefficient ...................................... 0.59


 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 0.33 - 0.59
 Composite Area & Weighted Runoff Coeff. 0.33 0.59


 Subbasin Runoff Results

 Total Rainfall (in) ....................................................... 2.17
 Total Runoff (in) ........................................................ 1.28
 Peak Runoff (cfs) ...................................................... 1.27
 Rainfall Intensity ....................................................... 6.52
 Weighted Runoff Coefficient ...................................... 0.59
 Time of Concentration (days hh:mm:ss) ..................... 0 00:05:00




 8 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : A-0


 Runoff Hydrograph

 1.3
 1.25
 1.2
 1.15
 1.1
 1.05
 1
 0.95
 0.9
 0.85
 0.8
 0.75



Runoff (cfs)
 0.7
 0.65
 0.6
 0.55
 0.5
 0.45
 0.4
 0.35
 0.3
 0.25
 0.2
 0.15
 0.1
 0.05

 0 0.5 1 1.5 2
 Time (hrs)




 9 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin : A-01

 Input Data

 Area (ac) ................................................................... 0.33
 Weighted Runoff Coefficient ...................................... 0.63


 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 0.33 - 0.63
 Composite Area & Weighted Runoff Coeff. 0.33 0.63


 Subbasin Runoff Results

 Total Rainfall (in) ....................................................... 2.17
 Total Runoff (in) ........................................................ 1.37
 Peak Runoff (cfs) ...................................................... 1.36
 Rainfall Intensity ....................................................... 6.52
 Weighted Runoff Coefficient ...................................... 0.63
 Time of Concentration (days hh:mm:ss) ..................... 0 00:05:00




 10 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : A-01


 Runoff Hydrograph

 1.45
 1.4
 1.35
 1.3
 1.25
 1.2
 1.15
 1.1
 1.05
 1
 0.95
 0.9
 0.85




Runoff (cfs)
 0.8
 0.75
 0.7
 0.65
 0.6
 0.55
 0.5
 0.45
 0.4
 0.35
 0.3
 0.25
 0.2
 0.15
 0.1
 0.05

 0 0.5 1 1.5 2
 Time (hrs)




 11 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin : A-02

 Input Data

 Area (ac) ................................................................... 2.13
 Weighted Runoff Coefficient ...................................... 0.64


 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 2.13 - 0.64
 Composite Area & Weighted Runoff Coeff. 2.13 0.64


 Subbasin Runoff Results

 Total Rainfall (in) ....................................................... 2.17
 Total Runoff (in) ........................................................ 1.39
 Peak Runoff (cfs) ...................................................... 8.89
 Rainfall Intensity ....................................................... 6.52
 Weighted Runoff Coefficient ...................................... 0.64
 Time of Concentration (days hh:mm:ss) ..................... 0 00:05:00




 12 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : A-02


 Runoff Hydrograph

 9.5

 9

 8.5

 8

 7.5

 7

 6.5

 6

 5.5



Runoff (cfs)
 5

 4.5

 4

 3.5

 3

 2.5

 2

 1.5

 1

 0.5


 0 0.5 1 1.5 2
 Time (hrs)




 13 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin : A-03

 Input Data

 Area (ac) ................................................................... 1.1
 Weighted Runoff Coefficient ...................................... 0.69


 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 1.1 - 0.69
 Composite Area & Weighted Runoff Coeff. 1.1 0.69


 Subbasin Runoff Results

 Total Rainfall (in) ....................................................... 2.17
 Total Runoff (in) ........................................................ 1.5
 Peak Runoff (cfs) ...................................................... 4.95
 Rainfall Intensity ....................................................... 6.52
 Weighted Runoff Coefficient ...................................... 0.69
 Time of Concentration (days hh:mm:ss) ..................... 0 00:05:00




 14 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : A-03


 Runoff Hydrograph

 5.2
 5
 4.8
 4.6
 4.4
 4.2
 4
 3.8
 3.6
 3.4
 3.2
 3



Runoff (cfs)
 2.8
 2.6
 2.4
 2.2
 2
 1.8
 1.6
 1.4
 1.2
 1
 0.8
 0.6
 0.4
 0.2

 0 0.5 1 1.5 2
 Time (hrs)




 15 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin : A-04

 Input Data

 Area (ac) ................................................................... 0.83
 Weighted Runoff Coefficient ...................................... 0.38


 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 0.83 - 0.38
 Composite Area & Weighted Runoff Coeff. 0.83 0.38


 Subbasin Runoff Results

 Total Rainfall (in) ....................................................... 2.17
 Total Runoff (in) ........................................................ 0.83
 Peak Runoff (cfs) ...................................................... 2.06
 Rainfall Intensity ....................................................... 6.52
 Weighted Runoff Coefficient ...................................... 0.38
 Time of Concentration (days hh:mm:ss) ..................... 0 00:05:00




 16 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : A-04


 Runoff Hydrograph

 2.2
 2.1
 2
 1.9
 1.8
 1.7
 1.6
 1.5
 1.4
 1.3




Runoff (cfs)
 1.2
 1.1
 1
 0.9
 0.8
 0.7
 0.6
 0.5
 0.4
 0.3
 0.2

 0.1


 0 0.5 1 1.5 2
 Time (hrs)




 17 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin : A-05

 Input Data

 Area (ac) ................................................................... 0.55
 Weighted Runoff Coefficient ...................................... 0.64


 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 0.55 - 0.64
 Composite Area & Weighted Runoff Coeff. 0.55 0.64


 Subbasin Runoff Results

 Total Rainfall (in) ....................................................... 2.17
 Total Runoff (in) ........................................................ 1.39
 Peak Runoff (cfs) ...................................................... 2.3
 Rainfall Intensity ....................................................... 6.52
 Weighted Runoff Coefficient ...................................... 0.64
 Time of Concentration (days hh:mm:ss) ..................... 0 00:05:00




 18 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : A-05


 Runoff Hydrograph

 2.4
 2.3
 2.2
 2.1
 2
 1.9
 1.8
 1.7
 1.6
 1.5
 1.4




Runoff (cfs)
 1.3
 1.2
 1.1
 1
 0.9
 0.8
 0.7
 0.6
 0.5
 0.4
 0.3
 0.2
 0.1

 0 0.5 1 1.5 2
 Time (hrs)




 19 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin : A-06

 Input Data

 Area (ac) ................................................................... 0.37
 Weighted Runoff Coefficient ...................................... 0.69


 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 0.37 - 0.69
 Composite Area & Weighted Runoff Coeff. 0.37 0.69


 Subbasin Runoff Results

 Total Rainfall (in) ....................................................... 2.17
 Total Runoff (in) ........................................................ 1.5
 Peak Runoff (cfs) ...................................................... 1.67
 Rainfall Intensity ....................................................... 6.52
 Weighted Runoff Coefficient ...................................... 0.69
 Time of Concentration (days hh:mm:ss) ..................... 0 00:05:00




 20 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : A-06


 Runoff Hydrograph

 1.8

 1.7

 1.6

 1.5

 1.4

 1.3

 1.2

 1.1




Runoff (cfs)
 1

 0.9

 0.8

 0.7

 0.6

 0.5

 0.4

 0.3

 0.2

 0.1


 0 0.5 1 1.5 2
 Time (hrs)




 21 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin : A-07a

 Input Data

 Area (ac) ................................................................... 0.64
 Weighted Runoff Coefficient ...................................... 0.62


 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 0.64 - 0.62
 Composite Area & Weighted Runoff Coeff. 0.64 0.62


 Subbasin Runoff Results

 Total Rainfall (in) ....................................................... 2.17
 Total Runoff (in) ........................................................ 1.35
 Peak Runoff (cfs) ...................................................... 2.59
 Rainfall Intensity ....................................................... 6.52
 Weighted Runoff Coefficient ...................................... 0.62
 Time of Concentration (days hh:mm:ss) ..................... 0 00:05:00




 22 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : A-07a


 Runoff Hydrograph

 2.7
 2.6
 2.5
 2.4
 2.3
 2.2
 2.1
 2
 1.9
 1.8
 1.7
 1.6




Runoff (cfs)
 1.5
 1.4
 1.3
 1.2
 1.1
 1
 0.9
 0.8
 0.7
 0.6
 0.5
 0.4
 0.3
 0.2
 0.1

 0 0.5 1 1.5 2
 Time (hrs)




 23 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin : A-07b

 Input Data

 Area (ac) ................................................................... 0.34
 Weighted Runoff Coefficient ...................................... 0.5


 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 0.03 - 0.5
 Composite Area & Weighted Runoff Coeff. 0.03 0.5


 Subbasin Runoff Results

 Total Rainfall (in) ....................................................... 2.17
 Total Runoff (in) ........................................................ 1.09
 Peak Runoff (cfs) ...................................................... 1.11
 Rainfall Intensity ....................................................... 6.52
 Weighted Runoff Coefficient ...................................... 0.5
 Time of Concentration (days hh:mm:ss) ..................... 0 00:05:00




 24 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : A-07b


 Runoff Hydrograph

 1.2
 1.15
 1.1
 1.05
 1
 0.95
 0.9
 0.85
 0.8
 0.75
 0.7




Runoff (cfs)
 0.65
 0.6
 0.55
 0.5
 0.45
 0.4
 0.35
 0.3
 0.25
 0.2
 0.15
 0.1
 0.05

 0 0.5 1 1.5 2
 Time (hrs)




 25 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin : A-08

 Input Data

 Area (ac) ................................................................... 0.71
 Weighted Runoff Coefficient ...................................... 0.44


 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 5 - 0.44
 Composite Area & Weighted Runoff Coeff. 5 0.44


 Subbasin Runoff Results

 Total Rainfall (in) ....................................................... 2.17
 Total Runoff (in) ........................................................ 0.96
 Peak Runoff (cfs) ...................................................... 2.04
 Rainfall Intensity ....................................................... 6.52
 Weighted Runoff Coefficient ...................................... 0.44
 Time of Concentration (days hh:mm:ss) ..................... 0 00:05:00




 26 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : A-08


 Runoff Hydrograph

 2.2
 2.1
 2
 1.9
 1.8
 1.7
 1.6
 1.5
 1.4
 1.3




Runoff (cfs)
 1.2
 1.1
 1
 0.9
 0.8
 0.7
 0.6
 0.5
 0.4
 0.3
 0.2

 0.1


 0 0.5 1 1.5 2
 Time (hrs)




 27 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin : A-09

 Input Data

 Area (ac) ................................................................... 0.39
 Weighted Runoff Coefficient ...................................... 0.61


 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 0.39 - 0.61
 Composite Area & Weighted Runoff Coeff. 0.39 0.61


 Subbasin Runoff Results

 Total Rainfall (in) ....................................................... 2.17
 Total Runoff (in) ........................................................ 1.33
 Peak Runoff (cfs) ...................................................... 1.55
 Rainfall Intensity ....................................................... 6.52
 Weighted Runoff Coefficient ...................................... 0.61
 Time of Concentration (days hh:mm:ss) ..................... 0 00:05:00




 28 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : A-09


 Runoff Hydrograph

 1.7

 1.6

 1.5

 1.4

 1.3

 1.2

 1.1

 1




Runoff (cfs)
 0.9

 0.8

 0.7

 0.6

 0.5

 0.4

 0.3

 0.2

 0.1


 0 0.5 1 1.5 2
 Time (hrs)




 29 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin : A-10

 Input Data

 Area (ac) ................................................................... 1.94
 Weighted Runoff Coefficient ...................................... 0.64


 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 194 - 0.64
 Composite Area & Weighted Runoff Coeff. 194 0.64


 Subbasin Runoff Results

 Total Rainfall (in) ....................................................... 2.17
 Total Runoff (in) ........................................................ 1.39
 Peak Runoff (cfs) ...................................................... 8.1
 Rainfall Intensity ....................................................... 6.52
 Weighted Runoff Coefficient ...................................... 0.64
 Time of Concentration (days hh:mm:ss) ..................... 0 00:05:00




 30 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : A-10


 Runoff Hydrograph

 9

 8.5

 8

 7.5

 7

 6.5

 6

 5.5




Runoff (cfs)
 5

 4.5

 4

 3.5

 3

 2.5

 2

 1.5

 1

 0.5


 0 0.5 1 1.5 2
 Time (hrs)




 31 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin : A-11

 Input Data

 Area (ac) ................................................................... 0.18
 Weighted Runoff Coefficient ...................................... 0.6


 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 0.18 - 0.6
 Composite Area & Weighted Runoff Coeff. 0.18 0.6


 Subbasin Runoff Results

 Total Rainfall (in) ....................................................... 2.17
 Total Runoff (in) ........................................................ 1.3
 Peak Runoff (cfs) ...................................................... 0.7
 Rainfall Intensity ....................................................... 6.52
 Weighted Runoff Coefficient ...................................... 0.6
 Time of Concentration (days hh:mm:ss) ..................... 0 00:05:00




 32 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : A-11


 Runoff Hydrograph

 0.8

 0.75

 0.7

 0.65

 0.6

 0.55

 0.5




Runoff (cfs)
 0.45

 0.4

 0.35

 0.3

 0.25

 0.2

 0.15

 0.1

 0.05


 0 0.5 1 1.5 2
 Time (hrs)




 33 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin : A-12

 Input Data

 Area (ac) ................................................................... 0.41
 Weighted Runoff Coefficient ...................................... 0.72


 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 0.41 - 0.72
 Composite Area & Weighted Runoff Coeff. 0.41 0.72


 Subbasin Runoff Results

 Total Rainfall (in) ....................................................... 2.17
 Total Runoff (in) ........................................................ 1.57
 Peak Runoff (cfs) ...................................................... 1.93
 Rainfall Intensity ....................................................... 6.52
 Weighted Runoff Coefficient ...................................... 0.72
 Time of Concentration (days hh:mm:ss) ..................... 0 00:05:00




 34 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : A-12


 Runoff Hydrograph

 2.1

 2

 1.9
 1.8

 1.7

 1.6

 1.5
 1.4

 1.3

 1.2



Runoff (cfs)
 1.1

 1
 0.9

 0.8

 0.7

 0.6
 0.5

 0.4

 0.3

 0.2
 0.1


 0 0.5 1 1.5 2
 Time (hrs)




 35 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin : A-13

 Input Data

 Area (ac) ............................................................ 0.36
 Weighted Runoff Coefficient ............................... 0.39

 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 0.36 - 0.39
 Composite Area & Weighted Runoff Coeff. 0.36 0.39

 Subbasin Runoff Results

 Total Rainfall (in) ................................................ 2.17
 Total Runoff (in) .................................................  0.85
 Peak Runoff (cfs) ............................................... 0.92
 Rainfall Intensity ................................................  6.52
 Weighted Runoff Coefficient ............................... 0.39
 Time of Concentration (days hh:mm:ss) .............. 0 00:05:00




 36 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : A-13


 Runoff Hydrograph

 1

 0.95

 0.9

 0.85

 0.8

 0.75

 0.7

 0.65

 0.6




Runoff (cfs)
 0.55

 0.5

 0.45

 0.4

 0.35

 0.3

 0.25

 0.2

 0.15

 0.1

 0.05


 0 0.5 1 1.5 2
 Time (hrs)




 37 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin : A-15

 Input Data

 Area (ac) ............................................................ 0.88
 Weighted Runoff Coefficient ............................... 0.52

 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 0.88 - 0.52
 Composite Area & Weighted Runoff Coeff. 0.88 0.52

 Subbasin Runoff Results

 Total Rainfall (in) ................................................ 2.17
 Total Runoff (in) .................................................  1.13
 Peak Runoff (cfs) ............................................... 2.98
 Rainfall Intensity ................................................  6.52
 Weighted Runoff Coefficient ............................... 0.52
 Time of Concentration (days hh:mm:ss) .............. 0 00:05:00




 38 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : A-15


 Runoff Hydrograph

 3.1
 3
 2.9
 2.8
 2.7
 2.6
 2.5
 2.4
 2.3
 2.2
 2.1
 2
 1.9
 1.8




Runoff (cfs)
 1.7
 1.6
 1.5
 1.4
 1.3
 1.2
 1.1
 1
 0.9
 0.8
 0.7
 0.6
 0.5
 0.4
 0.3
 0.2
 0.1

 0 0.5 1 1.5 2
 Time (hrs)




 39 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin : A-16

 Input Data

 Area (ac) ............................................................ 0.72
 Weighted Runoff Coefficient ............................... 0.73

 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 0.72 - 0.73
 Composite Area & Weighted Runoff Coeff. 0.72 0.73

 Subbasin Runoff Results

 Total Rainfall (in) ................................................ 2.17
 Total Runoff (in) .................................................  1.59
 Peak Runoff (cfs) ............................................... 3.43
 Rainfall Intensity ................................................  6.52
 Weighted Runoff Coefficient ............................... 0.73
 Time of Concentration (days hh:mm:ss) .............. 0 00:05:00




 40 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : A-16


 Runoff Hydrograph

 3.8

 3.6

 3.4

 3.2

 3

 2.8

 2.6

 2.4

 2.2



Runoff (cfs)
 2

 1.8

 1.6

 1.4

 1.2

 1

 0.8

 0.6

 0.4

 0.2


 0 0.5 1 1.5 2
 Time (hrs)




 41 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin : A-17

 Input Data

 Area (ac) ............................................................ 1.19
 Weighted Runoff Coefficient ............................... 0.69

 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 1.19 - 0.69
 Composite Area & Weighted Runoff Coeff. 1.19 0.69

 Subbasin Runoff Results

 Total Rainfall (in) ................................................ 2.17
 Total Runoff (in) ................................................. 1.5
 Peak Runoff (cfs) ............................................... 5.35
 Rainfall Intensity ................................................  6.52
 Weighted Runoff Coefficient ............................... 0.69
 Time of Concentration (days hh:mm:ss) .............. 0 00:05:00




 42 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : A-17


 Runoff Hydrograph

 5.6
 5.4
 5.2
 5
 4.8
 4.6
 4.4
 4.2
 4
 3.8
 3.6
 3.4
 3.2



Runoff (cfs)
 3
 2.8
 2.6
 2.4
 2.2
 2
 1.8
 1.6
 1.4
 1.2
 1
 0.8
 0.6
 0.4
 0.2

 0 0.5 1 1.5 2
 Time (hrs)




 43 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin : A-18

 Input Data

 Area (ac) ............................................................ 0.41
 Weighted Runoff Coefficient ............................... 0.74

 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 0.41 - 0.74
 Composite Area & Weighted Runoff Coeff. 0.41 0.74

 Subbasin Runoff Results

 Total Rainfall (in) ................................................ 2.17
 Total Runoff (in) .................................................  1.61
 Peak Runoff (cfs) ............................................... 1.98
 Rainfall Intensity ................................................  6.52
 Weighted Runoff Coefficient ............................... 0.74
 Time of Concentration (days hh:mm:ss) .............. 0 00:05:00




 44 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : A-18


 Runoff Hydrograph

 2.1

 2

 1.9
 1.8

 1.7

 1.6

 1.5
 1.4

 1.3

 1.2



Runoff (cfs)
 1.1

 1
 0.9

 0.8

 0.7

 0.6
 0.5

 0.4

 0.3

 0.2
 0.1


 0 0.5 1 1.5 2
 Time (hrs)




 45 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin : B-01

 Input Data

 Area (ac) ............................................................ 0.27
 Weighted Runoff Coefficient ............................... 0.3

 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 0.27 - 0.3
 Composite Area & Weighted Runoff Coeff. 0.27 0.3

 Subbasin Runoff Results

 Total Rainfall (in) ................................................ 2.17
 Total Runoff (in) .................................................  0.65
 Peak Runoff (cfs) ............................................... 0.53
 Rainfall Intensity ................................................  6.52
 Weighted Runoff Coefficient ............................... 0.3
 Time of Concentration (days hh:mm:ss) .............. 0 00:00:00




 46 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : B-01


 Runoff Hydrograph

 0.001

 0.001

 0.001

 0.001

 0.001

 0.001

 0.001

 0.001

 0.001




Runoff (cfs)
 0.001

 0.001

 0.000

 0.000

 0.000

 0.000

 0.000

 0.000

 0.000

 0.000

 0

 0
 0 0.5 1 1.5 2
 Time (hrs)




 47 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin : B-14

 Input Data

 Area (ac) ............................................................ 0.23
 Weighted Runoff Coefficient ............................... 0.46

 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 0.23 - 0.46
 Composite Area & Weighted Runoff Coeff. 0.23 0.46

 Subbasin Runoff Results

 Total Rainfall (in) ................................................ 2.17
 Total Runoff (in) ................................................. 1
 Peak Runoff (cfs) ............................................... 0.69
 Rainfall Intensity ................................................  6.52
 Weighted Runoff Coefficient ............................... 0.46
 Time of Concentration (days hh:mm:ss) .............. 0 00:10:00




 48 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : B-14


 Runoff Hydrograph

 0.75

 0.7

 0.65

 0.6

 0.55

 0.5

 0.45




Runoff (cfs)
 0.4

 0.35

 0.3

 0.25

 0.2

 0.15

 0.1

 0.05


 0 0.5 1 1.5 2
 Time (hrs)




 49 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Subbasin : Pre-DevelopedSite

 Input Data

 Area (ac) ............................................................ 14.6
 Weighted Runoff Coefficient ............................... 0.3

 Runoff Coefficient
 Area Soil Runoff
 Soil/Surface Description (acres) Group Coeff.
 - 14.6 - 0.3
 Composite Area & Weighted Runoff Coeff. 14.6 0.3

 Subbasin Runoff Results

 Total Rainfall (in) ................................................  2.17
 Total Runoff (in) ................................................. 0.65
 Peak Runoff (cfs) ............................................... 28.56
 Rainfall Intensity ................................................ 6.52
 Weighted Runoff Coefficient ............................... 0.3
 Time of Concentration (days hh:mm:ss) .............. 0 00:10:00




 50 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026

 Subbasin : Pre-DevelopedSite


 Runoff Hydrograph

 31
 30
 29
 28
 27
 26
 25
 24
 23
 22
 21
 20
 19
 18




Runoff (cfs)
 17
 16
 15
 14
 13
 12
 11
 10
 9
 8
 7
 6
 5
 4
 3
 2
 1

 0 0.5 1 1.5 2
 Time (hrs)




 51 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Junction Input
 SN Element Invert Ground/Rim Ground/Rim Initial Initial Surcharge Surcharge Ponded
 ID Elevation (Max) (Max) Water Water Elevation Depth Area
 Elevation Offset Elevation Depth
 (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft²)
 1 Junction-1 at Gutter Slope Change 18.52 19.52 1.00 18.52 0.00 22.00 2.48 0.00
 2 Junction-Pipe-17 to Ditch 12.00 15.00 3.00 12.10 0.10 15.00 0.00 0.00
 3 Pond-1-Outfall Box 11.40 18.00 6.60 11.40 0.00 18.00 0.00 0.00
 4 Pond-1-Outfall Junction 11.20 17.20 6.00 11.20 0.00 17.20 0.00 0.00
 5 Pond-2-Outfall Box 12.30 20.00 7.70 12.30 0.00 20.00 0.00 0.00




 52 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Junction Results
 SN Element Peak Peak Max HGL Max HGL Max Min Average HGL Average HGL
 ID Inflow Lateral Elevation  Depth Surcharge Freeboard Elevation Depth
 Inflow Attained Attained Depth Attained Attained Attained
 Attained
 (cfs) (cfs) (ft) (ft) (ft) (ft) (ft) (ft)
 1 Junction-1 at Gutter Slope Change 0.59 0.00 18.74 0.22 0.00 0.78 18.57 0.05
 2 Junction-Pipe-17 to Ditch 16.41 0.00 13.10 1.10 0.00 1.90 12.46 0.46
 3 Pond-1-Outfall Box 0.96 0.00 16.54 5.14 0.00 2.46 15.72 4.32
 4 Pond-1-Outfall Junction 0.77 0.00 11.21 0.01 0.00 8.09 11.21 0.01
 5 Pond-2-Outfall Box 3.86 0.00 14.18 1.88 0.00 7.32 13.29 0.99




 53 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Channel Input
 SN Element Length Inlet Inlet Outlet Outlet Total Average Shape Height Width
 ID Invert Invert Invert Invert Drop Slope Roughness
 Elevation Offset Elevation Offset
 (ft) (ft) (ft) (ft) (ft) (ft) (%) (ft) (ft)
 1 By-Pass Link-1-Segment-1 85.00 19.46 4.34 18.52 0.00 0.94 1.1100 User-Defined 0.590 29.500
 2 By-Pass Link-1-Segment-2 277.00 18.52 0.00 17.31 5.08 1.21 0.4400 User-Defined 0.590 29.500
 3 OutfallDitch(fromPipe17 15.00 12.00 0.00 11.90 0.00 0.10 0.6700 Trapezoidal 2.000 15.000




 54 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Channel Results
 SN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow
 ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/ Surcharged
 Occurrence Ratio Total Depth
 Ratio
 (cfs) (days hh:mm) (cfs) (ft/sec) (min) (ft)
 1 By-Pass Link-1-Segment-1 0.59 0 00:08 31.32 0.02 46.63 0.03 0.20 0.34
 2 By-Pass Link-1-Segment-2 0.58 0 00:20 19.68 0.03 1.22 3.78 0.21 0.35
 3 OutfallDitch(fromPipe17 16.41 0 00:20 74.92 0.22 2.58 0.10 1.04 0.52




 55 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Pipe Input
 SN Element Length Inlet Inlet Outlet Outlet Total Average Pipe Pipe Pipe
 ID Invert Invert Invert Invert Drop Slope Shape Diameter or Width
 Elevation Offset Elevation Offset Height
 (ft) (ft) (ft) (ft) (ft) (ft) (%) (in) (in)
 1 Pipe-01 165.31 15.17 0.00 14.00 0.00 1.17 0.7100 CIRCULAR 15.000 15.000
 2 Pipe-02 27.48 15.58 0.00 15.24 0.00 0.34 1.2400 CIRCULAR 18.000 18.000
 3 Pipe-03 47.00 15.24 0.00 11.50 0.10 3.74 7.9600 CIRCULAR 24.000 24.000
 4 Pipe-05 83.50 18.25 0.00 18.03 0.17 0.22 0.2600 CIRCULAR 18.000 18.000
 5 Pipe-06 123.31 17.86 0.00 17.60 0.00 0.26 0.2100 CIRCULAR 18.000 18.000
 6 Pipe-07a 50.67 17.60 0.00 17.52 0.00 0.08 0.1600 Arch 18.000 29.040
 7 Pipe-07b 378.24 17.52 0.00 16.87 0.00 0.65 0.1700 CIRCULAR 24.000 24.000
 8 Pipe-08 82.13 16.87 0.00 16.68 0.00 0.19 0.2300 CIRCULAR 24.000 24.000
 9 Pipe-09 163.29 16.68 0.00 15.84 0.50 0.84 0.5100 CIRCULAR 24.000 24.000
 10 Pipe-10 42.62 15.94 0.00 15.34 0.00 0.60 1.4100 CIRCULAR 24.000 24.000
 11 Pipe-11 55.52 15.34 0.00 15.12 0.00 0.22 0.4000 CIRCULAR 30.000 30.000
 12 Pipe-12 108.00 15.12 0.00 13.61 1.31 1.51 1.4000 CIRCULAR 30.000 30.000
 13 Pipe-13 41.43 12.30 0.00 12.21 -0.02 0.09 0.2100 CIRCULAR 15.000 15.000
 14 Pipe-15 192.27 14.82 0.00 12.99 0.76 1.83 0.9500 CIRCULAR 18.000 18.000
 15 Pipe-16 29.05 12.23 0.00 12.18 0.03 0.05 0.1700 CIRCULAR 30.000 30.000
 16 Pipe-17 63.00 12.18 0.03 12.00 0.00 0.18 0.2900 CIRCULAR 30.000 30.000
 17 Pipe-18 20.00 12.50 0.00 12.00 0.00 0.50 2.5000 CIRCULAR 15.000 15.000
 18 Pond-1 Direct Outfall Link 20.00 11.20 0.00 0.00 -10.00 11.20 56.0000 Dummy 0.000 0.000
 19 Pond-1-Outfall Pipe 60.00 11.40 0.00 11.20 0.00 0.20 0.3300 CIRCULAR 15.000 15.000




 56 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026


 No. of
Barrels



 1
 1
 1
 1
 1
 1
 1
 1
 1
 1
 1
 1
 1
 1
 1
 1
 1
 1
 1




 57 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Pipe Results
 SN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow
 ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/ Surcharged
 Occurrence Ratio Total Depth
 Ratio
 (cfs) (days hh:mm) (cfs) (ft/sec) (min) (ft)
 1 Pipe-01 1.36 0 00:06 5.43 0.25 3.56 0.77 0.44 0.35
 2 Pipe-02 8.91 0 00:05 11.68 0.76 7.00 0.07 1.49 1.00
 3 Pipe-03 14.01 0 00:07 63.82 0.22 11.89 0.07 1.76 0.88
 4 Pipe-05 2.43 0 00:18 5.39 0.45 2.29 0.61 1.50 1.00
 5 Pipe-06 4.19 0 00:18 4.82 0.87 2.37 0.87 1.50 1.00
 6 Pipe-07a 6.91 0 00:18 8.56 0.81 2.42 0.35 1.50 1.00
 7 Pipe-07b 8.12 0 00:18 10.12 0.80 2.90 2.17 2.00 1.00
 8 Pipe-08 10.22 0 00:18 10.88 0.94 3.61 0.38 2.00 1.00
 9 Pipe-09 11.89 0 00:18 16.23 0.73 4.36 0.62 2.00 1.00
 10 Pipe-10 8.21 0 00:18 26.84 0.31 3.96 0.18 2.00 1.00
 11 Pipe-11 20.86 0 00:18 25.82 0.81 5.22 0.18 2.50 1.00
 12 Pipe-12 22.24 0 00:18 48.50 0.46 7.52 0.24 2.50 1.00
 13 Pipe-13 3.91 0 00:25 2.89 1.35 3.49 0.20 1.25 1.00
 14 Pipe-15 3.69 0 00:10 10.25 0.36 4.85 0.66 0.78 0.52
 15 Pipe-16 11.07 0 00:20 18.34 0.60 3.29 0.15 1.64 0.65
 16 Pipe-17 16.41 0 00:20 22.06 0.74 6.18 0.17 1.33 0.53
 17 Pipe-18 1.98 0 00:05 10.21 0.19 5.87 0.06 0.40 0.32
 18 Pond-1 Direct Outfall Link 0.77 0 00:25 0.00 0.19 0.00 0.40 0.32
 19 Pond-1-Outfall Pipe 0.77 0 00:25 3.73 0.21 5.29 0.19 0.63 0.50




 58 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Inlet Input
 SN Element Inlet Manufacturer Inlet Number of Catchbasin Max (Rim) Inlet Initial Initial
 ID Manufacturer Part Location Inlets Invert Elevation Depth Water Water
 Number Elevation Elevation Depth
 (ft) (ft)  (ft) (ft) (ft)
 1 CI-01 FHWA HEC-22 GENERIC N/A On Sag 2 15.58 18.83 3.25 15.58 0.00
 2 CI-02 FHWA HEC-22 GENERIC N/A On Sag 1 15.24 18.83 3.59 15.24 0.00
 3 CI-03 FHWA HEC-22 GENERIC N/A On Sag 3 15.94 20.65 4.71 15.94 0.00
 4 CI-04 FHWA HEC-22 GENERIC N/A On Sag 1 15.34 20.65 5.31 15.34 0.00
 5 CI-05 FHWA HEC-22 GENERIC N/A On Grade 3 15.12 19.46 4.34 15.12 0.00
 6 CI-06 FHWA HEC-22 GENERIC N/A On Sag 1 16.87 22.67 5.80 16.87 0.00
 7 CI-07 FHWA HEC-22 GENERIC N/A On Sag 1 16.68 21.95 5.27 16.68 0.00
 8 CI-08 FHWA HEC-22 GENERIC N/A On Sag 1 14.82 18.16 3.34 14.82 0.00
 9 CI-09 FHWA HEC-22 GENERIC N/A On Sag 1 12.23 17.31 5.08 12.23 0.00
 10 CI-10 FHWA HEC-22 GENERIC N/A On Sag 1 12.15 17.31 5.16 12.15 0.00
 11 CI-11 FHWA HEC-22 GENERIC N/A On Sag 1 12.50 16.38 3.88 12.50 0.00
 12 CI-12 FHWA HEC-22 GENERIC N/A On Sag 1 18.25 22.66 4.41 18.25 0.00
 13 CI-13 FHWA HEC-22 GENERIC N/A On Sag 1 17.86 22.19 4.33 17.86 0.00
 14 CI-14 FHWA HEC-22 GENERIC N/A On Sag 1 17.60 21.50 3.90 17.60 0.00
 15 CI-15 FHWA HEC-22 GENERIC N/A On Sag 1 17.52 21.31 3.79 17.52 0.00
 16 CI-16 FHWA HEC-22 GENERIC N/A On Sag 1 15.17 22.23 7.06 15.17 0.00




 59 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Roadway & Gutter Input
 SN Element Roadway Roadway Roadway Gutter Gutter Gutter Allowable
 ID Longitudinal Cross Manning's Cross Width Depression Spread
 Slope Slope Roughness Slope
 (ft/ft) (ft/ft) (ft/ft) (ft) (in) (ft)
 1 CI-01 N/A 0.0200 0.0160 0.0833 1.50 0.0656 7.00
 2 CI-02 N/A 0.0200 0.0160 0.0833 1.50 0.0656 7.00
 3 CI-03 N/A 0.0200 0.0160 0.0833 1.50 0.0656 7.00
 4 CI-04 N/A 0.0200 0.0160 0.0833 1.50 0.0656 7.00
 5 CI-05 2.0100 0.0200 0.0160 0.0833 1.50 0.0656 7.00
 6 CI-06 N/A 0.0200 0.0160 0.0833 1.50 0.0656 7.00
 7 CI-07 N/A 0.0200 0.0160 0.0833 1.50 0.0656 7.00
 8 CI-08 N/A 0.0200 0.0160 0.0833 1.50 0.0656 7.00
 9 CI-09 N/A 0.0200 0.0160 0.0833 1.50 0.0656 7.00
 10 CI-10 N/A 0.0200 0.0160 0.0833 1.50 0.0656 7.00
 11 CI-11 N/A 0.0200 0.0160 0.0833 1.50 0.0656 7.00
 12 CI-12 N/A 0.0200 0.0160 0.0833 1.50 0.0656 7.00
 13 CI-13 N/A 0.0200 0.0160 0.0833 1.50 0.0656 7.00
 14 CI-14 N/A 0.0200 0.0160 0.0833 1.50 0.0656 7.00
 15 CI-15 N/A 0.0200 0.0160 0.0833 1.50 0.0656 7.00
 16 CI-16 N/A 0.0200 0.0160 0.0833 1.50 0.0656 7.00




 60 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Inlet Results
 SN Element Peak Peak Peak Flow Peak Flow Inlet Max Gutter Max Gutter Max Gutter Time of  Total
 ID Flow Lateral Intercepted Bypassing Efficiency Spread Water Elev. Water Depth Max Depth Flooded
 Inflow by Inlet during Peak during Peak during Peak during Peak Occurrence Volume
 Inlet Flow Flow Flow Flow
 (cfs) (cfs) (cfs) (cfs) (%) (ft) (ft) (ft) (days hh:mm) (ac-in)
 1 CI-01 8.89 8.89 N/A N/A N/A 21.86 19.53 0.70 0 00:20 0.00
 2 CI-02 4.95 4.95 N/A N/A N/A 12.58 19.34 0.51 0 00:25 0.00
 3 CI-03 8.10 8.10 N/A N/A N/A 15.92 21.23 0.58 0 00:20 0.00
 4 CI-04 0.70 0.70 N/A N/A N/A 5.82 21.03 0.38 0 00:20 0.00
 5 CI-05 1.92 1.92 1.34 0.59 69.42 1.40 19.58 0.12 0 00:20 0.00
 6 CI-06 2.04 2.04 N/A N/A N/A 11.82 23.17 0.50 0 00:18 0.00
 7 CI-07 1.55 1.55 N/A N/A N/A 9.85 22.41 0.46 0 00:18 0.00
 8 CI-08 3.67 3.67 N/A N/A N/A 17.84 18.78 0.62 0 00:10 0.00
 9 CI-09 3.43 3.43 N/A N/A N/A 16.75 17.91 0.60 0 00:20 0.00
 10 CI-10 5.35 5.35 N/A N/A N/A 15.18 17.88 0.57 0 00:20 0.00
 11 CI-11 1.98 1.98 N/A N/A N/A 11.59 16.87 0.49 0 00:05 0.00
 12 CI-12 2.30 2.30 N/A N/A N/A 12.80 23.18 0.52 0 00:18 0.00
 13 CI-13 1.66 1.66 N/A N/A N/A 10.33 22.66 0.47 0 00:18 0.00
 14 CI-14 2.59 2.59 N/A N/A N/A 13.86 22.04 0.54 0 00:18 0.00
 15 CI-15 1.11 1.11 N/A N/A N/A 8.11 21.73 0.42 0 00:18 0.00
 16 CI-16 1.36 1.36 N/A N/A N/A 9.01 22.67 0.44 0 00:05 0.00




 61 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Storage Nodes


 Storage Node : Pond-1

  Input Data

 Invert Elevation (ft) ...................................................................... 11.40
 Max (Rim) Elevation (ft) ............................................................... 18.00
 Max (Rim) Offset (ft) .................................................................... 6.60
 Initial Water Elevation (ft) ............................................................ 11.40
 Initial Water Depth (ft) ................................................................. 0.00
 Ponded Area (ft²) ........................................................................ 0.00
 Evaporation Loss ........................................................................ 0.00



  Storage Area Volume Curves
 Storage Curve : Pond-1

 Stage Storage Storage
 Area Volume
 (ft) (ft²) (ft³)
 0 1121 0
 6.6 6598 25472.7




 62 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026



 Storage Area Volume Curves
 Storage Volume (ft³)
 0 2,000 4,000 6,000 8,000 10,000 12,000 14,000 16,000 18,000 20,000 22,000 24,000
 6.6

 6.4

 6.2

 6

 5.8

 5.6

 5.4

 5.2

 5

 4.8

 4.6

 4.4

 4.2

 4

 3.8

 3.6



Stage (ft)
 3.4

 3.2

 3

 2.8

 2.6

 2.4

 2.2

 2

 1.8

 1.6

 1.4

 1.2

 1

 0.8

 0.6

 0.4

 0.2

 0
 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 5,500 6,000

 Storage Area (ft²)




 63 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Storage Node : Pond-1 (continued)

 Outflow Weirs

 SN Element Weir Flap Crest Crest Length Weir Total Discharge
 ID Type Gate Elevation Offset Height Coefficient
 (ft) (ft) (ft) (ft)
 1 Pond-1-Spillway Trapezoidal No 17.50 6.10 20.00 2.00
 2 Pond-1-Weir-01 Rectangular No 17.00 5.60 5.00 2.00
 3 Pond-1-Weir-02 Rectangular No 17.00 5.60 5.00 2.00
 4 Pond-1-Weir-03 Rectangular No 17.00 5.60 5.00 2.00
 5 Pond-1-Weir-04 Rectangular No 17.00 5.60 5.00 2.00



 Outflow Orifices

 SN Element Orifice Orifice Flap Circular Rectangular Rectangular
 ID Type Shape Gate Orifice Orifice Orifice
 Diameter Height Width Elevation
 (in) (in) (in)
 1 Pond-1-Orifice Side CIRCULAR No 8.00



 Output Summary Results

 Peak Inflow (cfs) ......................................................................... 16.07
 Peak Lateral Inflow (cfs) .............................................................. 2.06
 Peak Outflow (cfs) ...................................................................... 1.16
 Peak Exfiltration Flow Rate (cfm) ................................................. 0
 Max HGL Elevation Attained (ft) .................................................... 16.74
 Max HGL Depth Attained (ft) ........................................................ 5.34
 Average HGL Elevation Attained (ft) .............................................. 15.89
 Average HGL Depth Attained (ft) .................................................. 4.49
 Time of Max HGL Occurrence (days hh:mm) ................................. 0 00:25
 Total Exfiltration Volume (1000-ft³) .............................................. 0
 Total Flooded Volume (ac-in) ....................................................... 0
 Total Time Flooded (min) ............................................................. 0
 Total Retention Time (sec) ........................................................... 0




 64 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Storage Node : Pond-2

 Input Data

 Invert Elevation (ft) ...................................................................... 12.30
 Max (Rim) Elevation (ft) ............................................................... 21.00
 Max (Rim) Offset (ft) .................................................................... 8.70
 Initial Water Elevation (ft) ............................................................ 12.30
 Initial Water Depth (ft) ................................................................. 0.00
 Ponded Area (ft²) ........................................................................ 0.00
 Evaporation Loss ........................................................................ 0.00



 Storage Area Volume Curves
 Storage Curve : Pond-2 Expanded Plus Maintenance Strip

 Stage Storage Storage
 Area Volume
 (ft) (ft²) (ft³)
 0 1166 0
 0.7 1525 941.85
 1.7 2096 2752.35
 2.7 2736 5168.35
 3.7 3473 8272.85
 4.7 4304 12161.35
 5.7 5233 16929.85
 6.7 6252 22672.35
 7.7 7333 29464.85




 65 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026



 Storage Area Volume Curves
 Storage Volume (ft³)
 0 5,000 10,000 15,000 20,000 25,000

 7.6
 7.4
 7.2
 7
 6.8
 6.6
 6.4
 6.2
 6
 5.8
 5.6
 5.4
 5.2
 5
 4.8
 4.6
 4.4
 4.2



Stage (ft)
 4
 3.8
 3.6
 3.4
 3.2
 3
 2.8
 2.6
 2.4
 2.2
 2
 1.8
 1.6
 1.4
 1.2
 1
 0.8
 0.6
 0.4
 0.2
 0
 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 5,500 6,000 6,500 7,000

 Storage Area (ft²)




 66 of 67
 DRAINAGE CALCULATIONS SUMMARY
 PRE VS. POST RUNOFF COMPARISON
 APRIL 6, 2026
Storage Node : Pond-2 (continued)

 Outflow Weirs

 SN Element Weir Flap Crest Crest Length Weir Total Discharge
 ID Type Gate Elevation Offset Height Coefficient
 (ft) (ft) (ft) (ft)
 1 Pond-2-Spillway Trapezoidal No 19.75 7.45 20.00 2.00
 2 Pond-2-Weir-05 Rectangular No 19.50 7.20 5.00 2.00
 3 Pond-2-Weir-06 Rectangular No 19.50 7.20 5.00 2.00
 4 Pond-2-Weir-07 Rectangular No 19.50 7.20 5.00 2.00
 5 Pond-2-Weir-08 Rectangular No 19.50 7.20 5.00 2.00



 Outflow Orifices

 SN Element Orifice Orifice Flap Circular Rectangular Rectangular
 ID Type Shape Gate Orifice Orifice Orifice
 Diameter Height Width Elevation
 (in) (in) (in)
 1 Pond-2-Orifice Side CIRCULAR No 8.00



 Output Summary Results

 Peak Inflow (cfs) ......................................................................... 23.16
 Peak Lateral Inflow (cfs) .............................................................. 0.92
 Peak Outflow (cfs) ...................................................................... 4.53
 Peak Exfiltration Flow Rate (cfm) ................................................. 0
 Max HGL Elevation Attained (ft) .................................................... 18.61
 Max HGL Depth Attained (ft) ........................................................ 6.31
 Average HGL Elevation Attained (ft) .............................................. 15.72
 Average HGL Depth Attained (ft) .................................................. 3.42
 Time of Max HGL Occurrence (days hh:mm) ................................. 0 00:25
 Total Exfiltration Volume (1000-ft³) .............................................. 0
 Total Flooded Volume (ac-in) ....................................................... 0
 Total Time Flooded (min) ............................................................. 0
 Total Retention Time (sec) ........................................................... 0




 67 of 67
2606PC072 General Plan
 Legend
 30TH-1/2 ST Site
 D AVE
 31791
 25993 83873 25999 Street
 31794 138439
 31793 31792 25994
 Alley
 30TH ST
 Buildings
 26036 137113 Water Features
 137106 137107
 A AVE 31810 31811 31812 26043 26042
 31806 31807 137105 137108



 MAGNOLIA DR
 137104 137109  F AVE
 26047 137103 137110
 26048 137102 137111
 31809 31808 31815 31814 31813 26044 26045 26046
 137101 137112

 29TH ST
 B AVE 26050
 31835 26052 83884
 31831 31832 26049
 26053 26051


 101905 93699
 125904 31833 31836 26054 26055 26056 26057 123829 83887
 93698



 31848 31850 0 40 80 120
 31841 31845 31851 83900 26088 26087 26085
 83910 31846 31847 31849 Yards
 31842 98722 26086
 80979
 28TH ST
 24670
 1 inch = 250 feet
 30459
 47673 30383 24672




 µ
 T
 - 1/2 S
 26TH 30398 30397
 30402 47274
 24677
 121003
 30401 130580
 55339
 48139 30396
 DATA DISCLAIMER: All information
 30375 that is provided on this map is
 30392 48084 believed to be correct. However, no
 83568 liability is assumed by the City of
 48083 49613
 H ST Gulfport for errors in substance or
 25T form of any of the materials published
 ST
 26TH on this map. The GIS Division, City
 of Gulfport, provides the information
 represented on this map as a service
 to the community and makes every
 effort possible to provide quality
 information. However, no claims,
 promises, or guarantees about the
 accuracy, completeness, or adequacy
 of the information contained on this
 map are expressed or implied.
Mail PPIN Parcel ID Name Address City State ZIP
 Y 0910N-03-011.000 LACLEY, LLC (OWNER) 12523 HERRING ROAD GULFPORT MS 39503
 WILLIAM E KNESAL JR. (AGENT) 980 COURTHOUSE RD STE 901 GULFPORT MS 39507
 Adjacent Property Owners (2606PC072)
 25999 0910N-02-047.000 GRAVES ESTES D & DELLENE 330 30TH ST GULFPORT MS 39507
 N 83873 0910N-02-046.000 GRAVES ESTES D & DELLENE 330 30TH ST GULFPORT MS 39501
 N 25994 0910N-02-045.000 GRAVES ESTES D & DELLENE G 330 30TH ST GULFPORT MS 39501
 N 25993 0910N-02-044.000 GRAVES DELLENE E 330 30TH ST GULFPORT MS 39507
 30402 0911C-01-021.000 ROBINSON CORRENA -L/E- ETAL 509 26 1/2 ST GULFPORT MS 39501
 26048 0910N-03-015.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 26047 0910N-03-014.000 RANDALL LUTHER S J ETAL C/O M & E DEVELOPMENT PASS CHRISTIAN MS 39571
 N 31813 0910N-04-020.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 26088 0910N-03-056.000 PEREZ CYNTHIA E NAVES & GUILLERMO 306 28TH STREET GULFPORT MS 39507
 N 31849 0910N-04-042.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 31808 0910N-04-017.000 JONES HERMAN & ABENNA -TRUST- 610 29TH STREET GULFPORT MS 39507
 26087 0910N-03-055.000 CHILTON DAVID -TOD- 220 28TH ST GULFPORT MS 39507
 N 31850 0910N-04-041.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 26086 0910N-03-054.000 BABIN TODD 617 CARMADELLE ST MARRERO LA 70072
 98722 0910N-03-057.002 PITTMAN SARAH LOUISE 3702 BELMEDE DR GULFPORT MS 39507
 N 31848 0910N-04-043.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 83884 0910N-03-030.000 MONTOYA DIGNA 305 29TH ST GULFPORT MS 39507
 N 31831 0910N-04-023.000 PACE BESSIE R 2840 B AVE GULFPORT MS 39507
 N 31814 0910N-04-019.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 N 31815 0910N-04-018.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 N 26045 0910N-03-012.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 80979 0910N-03-057.001 FINN WINIFRED ANN -L/E- 316 28TH ST GULFPORT MS 39507
 N 26046 0910N-03-013.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 26085 0910N-03-053.000 FORD DUSTIN ROBERT 218 28TH ST GULFPORT MS 39507
 N 83900 0910N-03-057.000 FINN WINIFRED ANN -L/E- 316 28TH ST GULFPORT MS 39507
 N 31847 0910N-04-044.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 31794 0910N-05-044.000 TOBAR-CAMPOS JOSE ALBERTO 10419 W LANDON GREEN CIR GULFPORT MS 39503
 31812 0910N-04-001.000 PHILLIPS GREGORY MICHAEL 413 30TH ST GULFPORT MS 39501
 31832 0910N-04-022.000 PACE BESSIE RUTH 2840 B AVE GULFPORT MS 39507
 N 26057 0910N-03-039.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 93698 0910N-04-037.001 BROOKS ROSE M 18 DEERWOOD DRIVE EAST PERKINSTON MS 39573
 N 31842 0910N-04-048.000 SMITH ROBERT E P O BOX 444 BILOXI MS 4E+08
 55339 0911C-01-058.000 GULFPORT CITY OF P O BOX 1780 GULFPORT MS 4E+08
Mail PPIN Parcel ID Name Address City State ZIP
 30396 0911C-01-033.000 FREE WILL CHURCH OF GOD IN CHRIST 512 26 1/2 ST GULFPORT MS 39501
 N 26053 0910N-03-035.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 N 31835 0910N-04-021.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 N 31846 0910N-04-045.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 N 31845 0910N-04-046.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 N 26055 0910N-03-037.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 N 26054 0910N-03-036.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 30397 0911C-01-008.000 STATE OF MISS #373 0
 31811 0910N-04-002.000 PHILLIPS GREGORY M 413 30TH ST GULFPORT MS 39507
 31807 0910N-04-004.000 WARD JOSEPH BENJAMIN 25429 PECAN RD PASS CHRISTIAN MS 39571
 N 26049 0910N-03-031.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 N 26051 0910N-03-033.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 26043 0910N-03-010.000 SAVOY CATHERINE D 317 30TH STREET GULFPORT MS 39507
 N 31806 0910N-04-005.000 JONES HERMAN & ABENNA -TRUST- 610 29TH STREET GULFPORT MS 39507
 N 26044 0910N-03-011.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 31809 0910N-04-016.000 JONES ALLISIA L & ALLISON L 610 29TH STREET GULFPORT MS 39507
 N 49613 0911C-01-055.000 GULFPORT CITY OF P O BOX 321 GULFPORT MS 39501
 31833 0910N-04-038.000 THOMAS JACK DELL & LADNER ANGELA D 944 CLEVELAND AVE GULFPORT MS 39507
 N 93699 0910N-04-037.002 PACE JOHNNIE LEE -ESTATE- 2246 32ND STREET GULFPORT MS 39501
 N 24677 0911C-01-004.000 GULFPORT CITY OF P O BOX 1780 GULFPORT MS 4E+08
 31791 0910N-05-046.000 KRIMSON INVESTMENTS LLC 8218 RIDGEWOOD DR KILN MS 39556
 N 31851 0910N-04-040.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 48084 0911C-01-032.000 MCINNIS MARY 1704 21ST AVE, APT 67 GULFPORT MS 39501
 N 83568 0911C-01-031.001 JOHNSON RUFUS L 17084 HWY 53 GULFPORT MS 39503
 48083 0911C-01-029.000 HUTCHINS LYNDA & HEATER JERROD 528 26TH ST GULFPORT MS 39507
 31792 0910N-05-047.000 HOLLIMAN VIRGINIA I -EST- 3001 D & 30TH STREET GULFPORT MS 39507
 N 31810 0910N-04-003.000 PHILLIPS GREGORY MICHAEL 413-30TH ST GULFPORT MS 39507
 N 26050 0910N-03-032.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 N 26052 0910N-03-034.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 N 83910 0910N-04-047.000 GULFPORT CITY OF 0
 31841 0910N-04-049.000 SMITH CHARLES E 516 28TH ST GULFPORT MS 39501
 N 26056 0910N-03-038.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 N 24670 0911C-01-206.000 GULFPORT CITY OF P O BOX 1780 GULFPORT MS 4E+08
 N 24672 0911C-01-005.000 GULFPORT CITY OF P O BOX 1780 GULFPORT MS 4E+08
 30392 0911C-01-030.000 JOHNSON RUFUS 512 26TH ST GULFPORT MS 39507
 N 30401 0911C-01-022.000 ROBINSON CORRENA -L/E- ETAL 509 26 1/2 STREET GULFPORT MS 39501
Mail PPIN Parcel ID Name Address City State ZIP
 N 30375 0911C-01-056.000 GULFPORT CITY OF P O BOX 1780 GULFPORT MS 4E+08
 N 48139 0911C-01-031.000 JOHNSON RUFUS L 17084- HWY 53 GULFPORT MS 39503
 N 31836 0910N-04-039.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 N 101905 0910N-04-037.004 PACE JOHNNIE L -ESTATE- & CYNTHIA 2246 32ND ST GULFPORT MS 39501
 N 30459 0911C-01-016.000 GULFPORT CITY OF 0
 47673 0911C-01-017.000 NGUYEN DUNG & XUAN THI 2735 LOST CHANNEL RD BILOXI MS 39531
 26042 0910N-03-009.000 WELLS AUDRA & RODNEY 327 30TH ST GULFPORT MS 39507
 83887 0910N-03-040.000 COMPTON GEORGINA R DAVIS & MICHAEL 136 BAYOU CIR GULFPORT MS 39507
 123829 0910N-03-040.001 DAVIS MICHAEL M 136 BAYOU CIRCLE GULFPORT MS 39507
 30398 0911C-01-009.000 DANIEL MONICA T LLC 129 W STEINS ST ST LOUIS MO 63111
 N 121003 0911C-01-009.001 DANIEL MONICA T LLC 129 W STEINS ST ST LOUIS MO 63111
 N 125904 0910N-04-036.001 PACE JOHNNIE LEE -ESTATE- 2246 32ND ST GULFPORT MS 39501
 137101 0910N-03-007.001 CIMALORE JOE & BEVERLY 4690 FAIRWAY LN PINSON AL 35126
 137109 0910N-03-007.009 AMERICAN PENSION SERVICES INC ADMIN C/O DAVID K GEORGE CANYON LAKE TX 78133
 137104 0910N-03-007.004 URIBE ANGEL VEGA 2303 COLLINS BLVD GULFPORT MS 39507
 137108 0910N-03-007.008 WATSON TRACY 2964 MAGNOLIA CT GULFPORT MS 39507
 137105 0910N-03-007.005 WILSON DARNELL JOSEPH 2965 MAGNOLIA CT GULFPORT MS 39507
 137107 0910N-03-007.007 HODGES STEPHEN JAMES & JOYCE MARIE 266 B BRUNSWICK AVE WEST SUPPLY NC 28462
 137112 0910N-03-007.012 HANEY JUDE T & KENYANTI M 13 HARTFORD CT HATTIESBURG MS 39402
 137111 0910N-03-007.011 GUTIERREZ TOM & HALELA NGUYEN 9438 CARRIAGEWOOD DR GULFPORT MS 39503
 137102 0910N-03-007.002 DENTON CARL W 2917 MAGNOLIA CT GULFPORT MS 39507
 137110 0910N-03-007.010 GEORGE DAVID K 1029 THUNDERBOLT RD CANYON LAKE TX 78133
 137103 0910N-03-007.003 SMITH KEVIN 68-37 108TH STREET APT 2F FLUSHING NY 11375
 137106 0910N-03-007.006 NENADICH CLAYTON & KARA DANIELS 2981 MAGNOLIA DR GULFPORT MS 39507
 N 26036 0910N-03-007.000 GULFPORT CITY OF 0
 N 137113 0910N-03-007.013 GULFPORT CITY OF 0
 138439 0910N-05-045.000 CASEY KENYA 315 31ST ST GULFPORT MS 39507
 N 31793 0910N-05-045.000 CASEY KENYA 315 31ST ST GULFPORT MS 39507
 N 130580 0911C-01-006.000 GULFPORT CITY OF 327 30TH AVE GULFPORT MS 39507
 N 30383 0911C-01-007.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 N 47274 0911C-01-006.000 STARKS INVESTMENTS INC OF MS 150 ESPY AVE PASS CHRISTIAN MS 39571
 URBAN DEVELOPMENT
 PLANNING & ZONING
 PO BOX 1780 | GULFPORT, MS | 1410 24TH AVENUE
 228.868.5710 | PLANNERS@GULFORT-MS.GOV


 PLANNING COMMISSION

Hearing Date: Thursday, May 28, 2026

Planning Comission Approval 2606PC073: Planning Commission
Approval 2606PC073, by agent Michael Borries, seeking approval for
a church use, Tax Parcel 0808E-04-001.000, 12261 Hwy 49, Zoned B-4
(Highway Business), Ward 7
2606PC073 Planning Commission Approval
 Site
 OD
 WO US or State Highway
 PA R K R N
 D Street
 VD PA
 D BL RK Railroad
 AMANDA O O WO
 RKW R-1-10 O
 WAY R-1-10 PA D DR S
 Parcels
 Buildings
 Water Features
 Zoning
 ROBINSON RD £
 ¤ 49 B-4 - Highway Business
 District
 R-1-10 - Single Family
 ASHLEY DR Residence (Low Density)
 R-1-15 - Single Family
 Residence District (Low
 Density)
 R-O - Residence-Office




 OLD HWY 49
 Site Information
 B-4 HWY 49 0808E-04-001.000
 Zoning: B-4 (Highway Business)
 Size: 183915.86 sqft
 R-1-15 Flood: X



 0 30 60 90

 Yards

 49
 £
 ¤ 1 inch = 200 feet




 EDWARDS LN
 µ
 DATA DISCLAIMER: All information that is provided on
 this map is believed to be correct. However, no liability is
 assumed by the City of Gulfport for errors in substance or
 form of any of the materials published on this map. The
 GIS Division, City of Gulfport, provides the information
 represented on this map as a service to the community
 and makes every effort possible to provide quality
 R-O information. However, no claims, promises, or
 guarantees about the accuracy, completeness, or
 adequacy of the information contained on this map are
 expressed or implied.
2606PC073 Planning Commission Approval
 PARKWOOD DR Legend
 N
 Site
 US or State Highway
 Street
 KAILA CT Railroad
 MIMOSA DR
 Buildings

 AMANDA WAY
 Water Features


 57082 49
 £
 ¤ OD
 K W O VD
 57080 PA R BL PARKWOOD DR S
 51892
 57078 57079
 51891
 93531 93533
 ROBINSON RD 93530
 133024 93532
 57335 57334
 93574
 93573 93572

 57333 57113


 OLD HWY 49
 133023 85296
 57326

 ASHLEY DR
 HWY 49
 0 40 80 120

 Yards
 57114
 57325 1 inch = 300 feet
 85314


K E NCRE

 µ
 97243
 125502

 ST 48370
 DR
 92348 110219
 49
 £
 ¤
 EDWARDS LN DATA DISCLAIMER: All information
 that is provided on this map is
 believed to be correct. However, no
 liability is assumed by the City of
 Gulfport for errors in substance or
 form of any of the materials published
 on this map. The GIS Division, City
 of Gulfport, provides the information
 represented on this map as a service
 to the community and makes every
 effort possible to provide quality
 information. However, no claims,
 promises, or guarantees about the
 KENWOOD DR LESLEY accuracy, completeness, or adequacy
 of the information contained on this
 AVE map are expressed or implied.
Mail PPIN Parcel ID Name Address City State ZIP
 Y 0808E-04-001.000 MICHAEL FUDGE (OWNER) 2304 WEST JACKSON AVE, STE 104 OXFORD MS 38665
 MICHAEL BORRIES (AGENT) 13716 CHASE MEADOW WAY GULFPORT MS 39503
 Adjacent Property Owners (2606PC073)
 N 85296 0808E-02-030.001 KEESLER FEDERAL CREDIT UNION CALLER SERVICE #7001 BILOXI MS 39534
 57114 0808E-04-002.000 STORE MASTER FUNDING II LLC 8501 E PRINCESS DR STE 1910 SCOTTSDALE AZ 85255
 93574 0808E-02-030.046 DLG ENTERPRISES 21435 MENNONITE RD GULFPORT MS 39503
 57325 0708H-02-009.001 KENWOOD MISSIONARY BAPTIST CHURCH 11432 KING ST GULFPORT MS 39503
 N 93573 0808E-02-030.045 DLG ENTERPRISES 21435 MENNONITE RD GULFPORT MS 39503
 93533 0808E-02-030.006 WILLIAMS MICHAEL O 424 COURTHOUSE RD GULFPORT MS 39507
 N 93572 0808E-02-030.044 DLG ENTERPRISES 21435 MENNONITE RD GULFPORT MS 39503
 92348 0708H-02-011.002 WARD DIDGRIE C & HYMAN NICOLE R 12325 CHARWOOD DR GULFPORT MS 39503
 51891 0808D-03-101.000 MCKINNEY MICHAEL 15461 PARKWOOD BLVD GULFPORT MS 39503
 93530 0808E-02-030.002 STROJNY & MILLIGAN LLC 453 ALICIA DRIVE BILOXI MS 39531
 93531 0808E-02-030.003 WILLIAMS MICHAEL OWEN 424 COURTHOUSE DR GULFPORT MS 39507
 57326 0708H-02-009.000 DONALD CHESTER C 12237 OLD HWY 49 GULFPORT MS 39503
 N 97243 0708H-02-011.003 KENWOOD MISSIONARY BAPTIST CHURCH 11432 KING ST GULFPORT MS 39503
 110219 0808E-04-004.002 DANIEL KENNEDY PROPERTIES LLC 3049 S SHERWOOD FOREST BLVD BATON ROUGE LA 70816
 48370 0708H-02-011.000 PHAN KEVIN 12177 OLD HWY 49 GULFPORT MS 39503
 133023 0808E-04-001.000 FUDGE MICHAEL W 3838 MAJESTIC OAKS DR OXFORD MS 38655
 93532 0808E-02-030.004 WILLAIMS MICHAEL O P.O. BOX 8333 GULFPORT MS 39502
 57334 0708H-02-001.000 GORDON L DEAN 6070 HWY 44 N E JAYESS MS 39641
 57335 0708H-02-002.000 MAERZ MICHAEL 16031 ROBINSON RD GULFPORT MS 39503
 51892 0808D-03-100.000 WALKER BRODIE S SR & MARTHIA 15455 PARKWOOD BLVD GULFPORT MS 39503
 57333 0708H-02-010.000 DONALD CHESTER CHARLES 16067 ROBINSON RD GULFPORT MS 39503
 125502 0808E-04-003.001 E&B ENTERPRISES LLC 12207 HWY 49 GULFPORT MS 39503
 85314 0808E-04-003.000 CRB HOLDINGS LLC 12199 HIGHWAY 49 GULFPORT MS 39503
 133024 0808E-04-001.000 TACO SOMBRERO INC 12275 HIGHWAY 49 GULFPORT MS 39503
 57080 0808D-04-010.000 TDL OFFICE LLC PO BOX 3630 BAY ST LOUIS MS 39521
 57082 0808D-04-009.000 ANTHONY'S INVESTMENTS LLC 13386 ROAD 513 SAUCIER MS 39571
 N 57079 0808D-04-012.000 TACO SOMBRERO INC 12275 HWY 49 N GULFPORT MS 39503
 N 57113 0808E-04-001.000 FUDGE MICHAEL W 200 HWY 51 SOUTH BATESVILLE MS 38606
 N 57078 0808D-04-011.000 ANTHONY'S INVESTMENTS LLC 13386 ROAD 513 SAUCIER MS 39574
 URBAN DEVELOPMENT
 PLANNING & ZONING
 PO BOX 1780 | GULFPORT, MS | 1410 24TH AVENUE
 228.868.5710 | PLANNERS@GULFORT-MS.GOV


 PLANNING COMMISSION

Hearing Date: Thursday, May 28, 2026

Planning Commission Recommendation
 URBAN DEVELOPMENT
 PLANNING & ZONING
 PO BOX 1780 | GULFPORT, MS | 1410 24TH AVENUE
 228.868.5710 | PLANNERS@GULFORT-MS.GOV


 PLANNING COMMISSION

Hearing Date: Thursday, May 28, 2026

Zoning Map Amendment 2605PC068: Zoning Map Amendment
2605PC068, by owners Don Perkins, Betty Perkins, & William Perkins
Jr., requesting to rezone their properties to T4+ (General Urban Zone
"Plus"), Tax Parcels 1011D-01-035.000, 1011D-01-044.000, 1011D-01-
044.001, 144 Oleander Drive, Zoned T6 (Urban Core Zone), Ward 2
2605PC068 Zoning Map Amendment
 OCEAN VIEW DR Site
 US or State Highway
 Street
 Parcels
 Buildings
 Smart Code
 T6
 T5
 E CEDAR DR
 T5
 T4+


 T4+




 OLEANDER DR
 Site Information

 W CEDAR DR
 1011D-01-044.001
 1011D-01-044.000
 1011D-01-035.000
 Zoning: T6 (Urban Core Zone)
 Size: 19,509.27 sqft
 Flood: AE

 0 10 20 30
 T6 Yards

 1 inch = 100 feet




 µ
 DATA DISCLAIMER: All information that is provided on
 this map is believed to be correct. However, no liability is
 assumed by the City of Gulfport for errors in substance or
 form of any of the materials published on this map. The
 GIS Division, City of Gulfport, provides the information
 represented on this map as a service to the community
 and makes every effort possible to provide quality
 information. However, no claims, promises, or
 90
 £
 ¤ guarantees about the accuracy, completeness, or
 DR
 CH adequacy of the information contained on this map are
 BEA expressed or implied.
2605PC068 Zoning Map Amendment
 Legend


 CENTURY OAKS DR
 Site

 MILRAY LN
 US or State Highway
 Street
 Buildings
 TOWNSHIP RD Water Features




 OCEAN VIEW DR




 E CEDAR DR
 31512 31502
 31509
 147849 146647 146202
 118610 146648 31485
 31513
 31507 146649

 LAUREL DR
 31523 31519


 W CEDAR DR

 OLEANDER DR
 127444



  PARADISE AVE
 0 30 60 90
 84039 31520 Yards
 84035
 31521 84098
 84030 1 inch = 200 feet
 31538 84096




 109558 31539
 90
 £
 ¤
 µ
 DATA DISCLAIMER: All information
 that is provided on this map is
 believed to be correct. However, no
 liability is assumed by the City of
 Gulfport for errors in substance or
 form of any of the materials published
 DR on this map. The GIS Division, City
 CH
 BEA of Gulfport, provides the information
 represented on this map as a service
 to the community and makes every
 effort possible to provide quality
 90 information. However, no claims,
 £
 ¤ promises, or guarantees about the
 accuracy, completeness, or adequacy
 of the information contained on this
 map are expressed or implied.
Mail PPIN Parcel ID Name Address City State ZIP
 Y 1011D-01-044.001 DON D. PERKINS (OWNER) 2178 HWY 51 BROOKHAVEN MS 39601
 1011D-01-044.000 WILLIAM PERKINS JR. (OWNER) 405 PERKINS DR BROOKHAVEN MS 39601
 1011D-01-035.000 BETTY ANN PERKINS (OWNER) 405 PERKINS DR BROOKHAVEN MS 39601
 Adjacent Property Owners (2605PC068)
 84098 1011D-01-048.000 CHATWORTH INVESTMENTS LLC 3908 TENNESSEE AVE CHATTANOOGA TN 37409
 84035 1011D-01-028.000 TANNER RICHARD M 3 SAUVOLLE CT OCEAN SPRINGS MS 39564
 31523 1011D-01-035.000 PERKINS WILLIAM W & BETTY-TRUSTEES- 415 NATCHEZ RD BROOKHAVEN MS 39601
 31519 1011D-01-044.000 PERKINS WILLIAM W JR 405 PERKINS DRIVE BROOKHAVEN MS 39601
 118610 1011D-01-038.001 KCL INVESTORS LLC 2620 PREAKNESS PL EADS TN 38028
 31513 1011D-01-027.000 GULF RENTALS LLC P O BOX 444 BILOXI MS 39533
 31485 1011D-01-049.000 DREWES JASON E & WAGNER CARA B 134 E CEDAR DR GULFPORT MS 39507
 146649 1011D-01-040.000 FOGT DERICK & THY 5213 MONTIANO LN DUBLIN CA 94568
 31509 1011D-01-038.000 GRAY PHILLIP W & SUSAN M 329 PATTERSON MILL RD BEL AIR MD 21015
 N 31507 1011D-01-036.000 KCL INVESTORS LLC 2620 PREAKNESS PL EADS TN 38028
 84096 1011D-01-047.000 CEDAR BEACH LLC 3604 TULANE AVE NEW ORLEANS LA 70119
 84039 1011D-01-034.000 BELTWAY SOUTH INVESTMENTS LLC 141 WEBB LANE FLOWOOD MS 39232
 N 31520 1011D-01-045.000 BELTWAY SOUTH INVESTMENTS LLC 141 WEBB LANE FLOWOOD MS 39232
 N 31521 1011D-01-046.000 CEDAR BEACH LLC 3604 TULANE AVE NEW ORLEANS LA 70119
 31512 1011D-01-026.000 KENYON LAUREN 14227 8TH AVE S BURIEN WA 98168
 109558 1011D-01-032.001 VU PROPERTIES INC 3525 S RIVER RIDGE DR MS 39540
 31539 1011D-01-032.000 PHAN HY DINH & TRAN HIEN T-TRUSTEES 1724 GARDEN PARK DRIVE BILOXI MS 39531
 N 31538 1011D-01-033.000 BELTWAY SOUTH INVESTMENTS LLC 141 WEBB LANE FLOWOOD MS 39232
 127444 1011D-01-044.000 PERKINS DON D 830 BROOKWAY BLVD BROOKHAVEN MS 39601
 84030 1011D-01-023.000 DHAC REAL ESTATE LLC 853 E VALLEY BLVD SAN GABRIEL CA 91776
 146202 1011D-01-049.000 DAVIS PIPER 138 E CEDAR DR GULFPORT MS 39507
 31502 1011D-01-040.000 KOGANTI PREMCHAND & PATURI SUNITA 102 RAPPORT DR CARY NC 27519
 146647 1011D-01-040.000 HILL BILL 306 WINDY CITY RD JACKSON TN 38305
 146648 1011D-01-040.000 KOGANTI PREMCHAND & SUNITA PATURI 102 RAPPORT DR CARY NC 27519
 147849 1011D-01-026.000 ALLEN MATTHEW E & HILLARY L 10812 SHAW CT PARKER CO 80134
 URBAN DEVELOPMENT
 PLANNING & ZONING
 PO BOX 1780 | GULFPORT, MS | 1410 24TH AVENUE
 228.868.5710 | PLANNERS@GULFORT-MS.GOV


 PLANNING COMMISSION

Hearing Date: Thursday, May 28, 2026

Zoning Text Amendment 2606PC083: Zoning Text Amendment
2606PC083, by City of Gulfport, Amendment to the Comprehensive
Zoning Ordinance, to amend Appendix A, Section IV (10) regarding
parking requirements for townhome, zero-lot line, and small
lot/small home uses.