Planning Commission — Gulfport, MS
Date: 2026-06-25
Time: 16:30

Planning Commission | Agenda
 Thursday, June 25, 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 - 05-28-26

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. Tree Permit 2605PC070: (Deferred to June meeting date)

 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
 2. Planning Commission Approval 2606PC077:

 Planning Commission Approval 2606PC077, by owners Cara & Jason Drewes, seeking
 approval for an administrative office for an engineering consulting office as a home occupation,
 Tax Parcel 1011D-01-049.000, 134 E Cedar Drive, Zoned T4+ (General Urban Zone "Plus"),
 Ward 2
 3. Planning Commission Approval 2606PC081:

 Planning Commission Approval 2606PC081, by agent Tamesha McDowell, seeking approval
 for an administrative office for a home care office as a home occupation, Tax Parcel 0807I-01-
 005.037, 13325 E Carriage Circle, Zoned R-1-10 (Single-family), Ward 7
 4. Planning Commission Approval 2606PC084:

 Planning Commission Approval 2606PC084, by owner Menhie Melton, seeking approval for a
 mobile home use, Tax Parcel 0710I-02-029.000, 3713 37th Ave, Zoned R-1-5 (Single-family),
 Ward 1
 5. Planning Commission Approval 2606PC086:

 Planning Commission Approval 2606PC086, by owners Amber Guidry & Devante Crandle,
 seeking approval for an administrative office for a bookkeeping business as a home occupation,
 Tax Parcel 0808K-03-075.000, 11475 Harris Drive, Zoned R-1-10 (Single-family), Ward 7
 6. General Plan 2607PC094: (Deferred to July Meeting Agenda)

 General Plan 2607PC094, by agent Terry Moran, seeking approval for a 48-lot subdivision with
 2 outparcels, Tax Parcels 0908M-01-009.000, 0908M-01-014.000, Dedeaux Road, Zoned B-1
 (Neighborhood Business), Ward 6


 2|Page
City of Gulfport, Mississippi
 H2. Planning Commission Recommendation

 1. Zoning Map Amendment 2604PC045:

 Zoning Map Amendment 2604PC045, by agent Micheal Collins, requesting to rezone parcel
 to R-2 (Single-family), Tax Parcel 0810I-01-040.000, 1218 37th Street, Zoned I-1 (Light
 Industry), Ward 3
 2. Zoning Map Amendment 2606PC076:

 Zoning Map Amendment 2606PC076, by agent Grant Thompson, requesting to rezone property
 to R-1-10, Tax Parcel 0708I-02-015.000, Orange Grove Road, Zoned R-1-15 (Single-family),
 Ward 7
 3. Zoning Map Amendment 2607PC093:

 Zoning Map Amendment 2607PC093, by agent Terry Moran, requesting to rezone 2 parcels to
 R-1-7.5 (Single-family), Tax Parcel 0908M-01-009.000, 0908M-01-014.000, Dedeaux Road,
 Zoned B-1 (Neighborhood Business), Ward 6
I. Reports

J. Unfinished Business

K. Other Business

L. Adjournment




 3|Page
City of Gulfport, Mississippi

Planning Commission | Agenda
 Thursday, June 25, 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 - 05-28-26

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. Tree Permit 2605PC070: (Deferred to June meeting date)

 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
 2. Planning Commission Approval 2606PC077:

 Planning Commission Approval 2606PC077, by owners Cara & Jason Drewes, seeking
 approval for an administrative office for an engineering consulting office as a home occupation,
 Tax Parcel 1011D-01-049.000, 134 E Cedar Drive, Zoned T4+ (General Urban Zone "Plus"),
 Ward 2
 3. Planning Commission Approval 2606PC081:

 Planning Commission Approval 2606PC081, by agent Tamesha McDowell, seeking approval
 for an administrative office for a home care office as a home occupation, Tax Parcel 0807I-01-
 005.037, 13325 E Carriage Circle, Zoned R-1-10 (Single-family), Ward 7
 4. Planning Commission Approval 2606PC084:

 Planning Commission Approval 2606PC084, by owner Menhie Melton, seeking approval for a
 mobile home use, Tax Parcel 0710I-02-029.000, 3713 37th Ave, Zoned R-1-5 (Single-family),
 Ward 1
 5. Planning Commission Approval 2606PC086:

 Planning Commission Approval 2606PC086, by owners Amber Guidry & Devante Crandle,
 seeking approval for an administrative office for a bookkeeping business as a home occupation,
 Tax Parcel 0808K-03-075.000, 11475 Harris Drive, Zoned R-1-10 (Single-family), Ward 7
 6. General Plan 2607PC094: (Deferred to July Meeting Agenda)

 General Plan 2607PC094, by agent Terry Moran, seeking approval for a 48-lot subdivision with
 2 outparcels, Tax Parcels 0908M-01-009.000, 0908M-01-014.000, Dedeaux Road, Zoned B-1
 (Neighborhood Business), Ward 6


 2|Page
City of Gulfport, Mississippi
 H2. Planning Commission Recommendation

 1. Zoning Map Amendment 2604PC045:

 Zoning Map Amendment 2604PC045, by agent Micheal Collins, requesting to rezone parcel
 to R-2 (Single-family), Tax Parcel 0810I-01-040.000, 1218 37th Street, Zoned I-1 (Light
 Industry), Ward 3
 2. Zoning Map Amendment 2606PC076:

 Zoning Map Amendment 2606PC076, by agent Grant Thompson, requesting to rezone property
 to R-1-10, Tax Parcel 0708I-02-015.000, Orange Grove Road, Zoned R-1-15 (Single-family),
 Ward 7
 3. Zoning Map Amendment 2607PC093:

 Zoning Map Amendment 2607PC093, by agent Terry Moran, requesting to rezone 2 parcels to
 R-1-7.5 (Single-family), Tax Parcel 0908M-01-009.000, 0908M-01-014.000, Dedeaux Road,
 Zoned B-1 (Neighborhood Business), Ward 6
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, June 25, 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, June 25, 2026

Tree Permit 2605PC070: (Deferred to June meeting date) 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.
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
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.
 URBAN DEVELOPMENT
 PLANNING & ZONING
 PO BOX 1780 | GULFPORT, MS | 1410 24TH AVENUE
 228.868.5710 | PLANNERS@GULFORT-MS.GOV


 PLANNING COMMISSION

Hearing Date: Thursday, June 25, 2026

Planning Commission Approval 2606PC077: Planning Commission
Approval 2606PC077, by owners Cara & Jason Drewes, seeking
approval for an administrative office for an engineering consulting
office as a home occupation, Tax Parcel 1011D-01-049.000, 134 E
Cedar Drive, Zoned T4+ (General Urban Zone "Plus"), Ward 2
2606PC077 Planning Commission Approval
 Site
 Street
 Parcels
 Buildings
 City Limit
 Smart Code
 T6
 T4+




 W CEDAR DR

 E CEDAR DR



 T4+
 Site Information
 1011D-01-049.000
 Zoning: T4+ (General Urban Zone
 Plus)
 Size: 6693.93 sqft
 Flood: AE


 0 8 16 24

 Yards

 1 inch = 50 feet


 T6
 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.
Mail PPIN Parcel ID Name Address City State ZIP
 Y 1011D-01-049.000 JASON DREWES (OWNER) 134 E CEDAR DR GULFPORT MS 39507
 CARA WAGNER (OWNER) 134 E CEDAR DR GULFPORT MS 39507
 Adjacent Property Owners (2606PC077)
 84098 1011D-01-048.000 CHATWORTH INVESTMENTS LLC 3908 TENNESSEE AVE CHATTANOOGA TN 37409
 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
 31486 1011D-01-055.000 HARVEY HOWARD T & MARY R 328 W CLINTON ST JACKSON AL 36545
 31484 1011D-01-056.000 SIMS ROY & PEGGY 1200 PINECREST DR KOSCIUSKO MS 39090
 31510 1011D-01-039.000 CHAVERS DENNIS 146 TEAGARDEN RD GULFPORT MS 39503
 N 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
 31488 1011D-01-050.000 BROOKS M DENNIS & BECKY M 525 GLEN VALLEY WAY GULFPORT MS 39507
 31509 1011D-01-038.000 GRAY PHILLIP W & SUSAN M 329 PATTERSON MILL RD BEL AIR MD 21015
 31489 1011D-01-053.000 SMITH GREGORY T P O BOX 7704 GULFPORT MS 39506
 31491 1011D-01-051.000 JIVE TURKEY INVESTMENT GROUP LLC 2959 BIDDLE AVE, STE 201 WYANDOTTE MI 48192
 31490 1011D-01-052.000 CASTIGLIA FRANK A 706 KLONDYKE ROAD LONG BEACH MS 39560
 31487 1011D-01-054.000 JAMISON MARTHA TOTTEN 131 LAUREL DR GULFPORT MS 39507
 N 31507 1011D-01-036.000 KCL INVESTORS LLC 2620 PREAKNESS PL EADS TN 38028
 84039 1011D-01-034.000 BELTWAY SOUTH INVESTMENTS LLC 141 WEBB LANE FLOWOOD MS 39232
 127444 1011D-01-044.000 PERKINS DON D 830 BROOKWAY BLVD BROOKHAVEN MS 39601
 96807 1011D-01-040.001 NGUYEN SON HUU & AN H 3052 RADEN RD MASON TN 38049
 21333 1011D-01-001.000 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
 N 146828 1011D-01-040.001 FOGT DERICK & THY 5213 MONTIANO LN DUBLIN CA 94568
2606PC077 Planning Commission Approval
 Legend

 CENTURY OAKS
 Site
 US or State Highway
 DR Street
 Buildings
 TOWNSHIP RD



 ¬
 605
 «
 OCEAN VIEW DR

 146828 31490
 31491
 31510
 96807


 COWAN RD
 31489
 31488


 E CEDAR DR
 31502 31487
 31509
 146647 146202 31486

 118610 21333
 146648 31485 31484
 0 25 50 75
 31507 146649
 Yards

 LAUREL DR
 31523 31519
 1 inch = 150 feet

 W CEDAR DR
 OLEANDER DR
 127444


 84039


 84098



 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
 on this map. The GIS Division, City
 of Gulfport, provides the information
 represented on this map as a service
 DR
 CH to the community and makes every
 BEA effort possible to provide quality
 information. However, no claims,
 90
 £
 ¤ promises, or guarantees about the
 accuracy, completeness, or adequacy
 of the information contained on this
 map are expressed or implied.
 URBAN DEVELOPMENT
 PLANNING & ZONING
 PO BOX 1780 | GULFPORT, MS | 1410 24TH AVENUE
 228.868.5710 | PLANNERS@GULFORT-MS.GOV


 PLANNING COMMISSION

Hearing Date: Thursday, June 25, 2026

Planning Commission Approval 2606PC081: Planning Commission
Approval 2606PC081, by agent Tamesha McDowell, seeking approval
for an administrative office for a home care office as a home
occupation, Tax Parcel 0807I-01-005.037, 13325 E Carriage Circle,
Zoned R-1-10 (Single-family), Ward 7
2606PC081 Planning Commission Approval
 Site
 Street
 Parcels
 Buildings
 Zoning
 R-1-10 - Single Family
 Residence (Low Density)




 E CA RRIA GE CIR
 R-1-10
 Site Information
 0807I-01-005.037
 Zoning: R-1-10 (Single Family)
 Size: 11465.9 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.
Mail PPIN Parcel ID Name Address City State ZIP
 Y 0807I-01-005.037 TREMAYNE BARNETT & D'ANGELO GAINES (OWNER) 13325 E CARRIAGE CIRCLE GULFPORT MS 39503
 TAMESHIA MCDOWELL (AGENT) 13325 E CARRIAGE CIRCLE GULFPORT MS 39503
 Adjacent Property Owners (2606PC081)
 118276 0807I-01-005.088 DEVER WILLIAM L & PAMELA J 13349 ROXBURY PL GULFPORT MS 39503
 115996 0807I-01-005.038 LAMEY RITA J -L/E- 13331 E CARRIAGE CIR GULFPORT MS 39503
 115970 0807I-01-005.012 MADDEN MICHAEL J 13326 E CARRIAGE CIRCLE 4E+06
 115968 0807I-01-005.010 BUSH JARED W & JODI M 13342 CARRIAGE CIR GULFPORT MS 39503
 118277 0807I-01-005.089 WISER AIMEE & JEREMY 13355 ROXBURY PLACE GULFPORT MS 39503
 118274 0807I-01-005.086 NOLL FORREST L & JENNIFER A 13339 ROXBURY PL GULFPORT MS 39503
 118235 0807I-01-005.047 KOGER GRADY H & NORALYN A 13328 ROXBURY PL GULFPORT MS 39503
 118231 0807I-01-005.043 HAMILL CINDY -L/E- 13354 ROXBURY PL GULFPORT MS 39503
 115969 0807I-01-005.011 RUIZ PEYTON D & IRIS A 13334 CARRIAGE CIR GULFPORT MS 39503
 118232 0807I-01-005.044 STUCKEY SCOTT L & PARKER SHARON 13348 ROXBURY PL GULFPORT MS 39502
 118233 0807I-01-005.045 HARRIS JAMES B & GLENDA P 13342 ROXBURY PLACE GULFPORT MS 39503
 115992 0807I-01-005.034 SORIANO FREDDY L & LUISA 13295 CARRIAGE CIRCLE GULFPORT MS 39503
 115991 0807I-01-005.033 HOBBS JAMES H & ROSEMARY P 13289 CARRIAGE CIRCLE GULFPORT MS 39503
 115971 0807I-01-005.013 SANCHEZ RICHARD T & SANDRA K 13320 E CARRIAGE CIR GULFPORT MS 39503
 115994 0807I-01-005.036 VERRETT STEPHEN E & CAROLYN S 13315 E CARRIAGE CIRCLE GULFPORT MS 39503
 115993 0807I-01-005.035 JORDAN STEVEN C & HALEY M 13305 E CARRIAGE CIR GULFPORT MS 39503
 115997 0807I-01-005.039 JOHNSON JOHNNY MACK & RHONDA A 13345 CARRIAGE CIRCLE GULFPORT MS 39503
 115998 0807I-01-005.040 MANLY JAMES J & LINDA DIANE 13363 CARRIAGE CIRCLE GULFPORT MS 39503
 118275 0807I-01-005.087 ATKINS DOROTHY D -TRUSTEE- 13337 ROXBURY PL GULFPORT MS 39503
 115995 0807I-01-005.037 BARNETT TREMAYNE & D'ANGELO GAINES 13325 E CARRIAGE CIR GULFPORT MS 39503
 115973 0807I-01-005.015 SCIPIONE NANCY -ETAL- 66 SHORELINE LANE GULFPORT MS 39503
 130551 0807I-01-006.005 FOTO FAMILY TRUST DATED JULY 1 2004 2728 CHANNEL PLACE BILOXI MS 39531
 118234 0807I-01-005.046 PENDARVIS WILLIAM T & CAROLYN F 13336 ROXBURY PLACE GULFPORT MS 39503
 115966 0807I-01-005.008 HANSEN CAROLYN M & BARRY 13370 ARLINGTON CT GULFPORT MS 39503
2606PC081 Planning Commission Approval
 HU
 NT Legend
 ING
 TO N CIR Site
 Street
 Buildings
 Water Features
 DUCKWORTH RD




 ON
 N GT
 E CIR LI T 115966
 115998 AR C

 CA RRI
 118277 115968
 AG
 115997
 118231
 118276 115969
 115996 130551
 118232
 118275 115970
 118233 115995
 118274
 115971 0 30 60 90
 118234 115994
 Yards

 118235 115993
 PL 1 inch = 200 feet
 BU 115972
 RY




 µ
 X 115992
 RO 115991
 115973
 R
 CI
 E
 EC
 AR
 RI
 AG
 DATA DISCLAIMER: All information


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


 PLANNING COMMISSION

Hearing Date: Thursday, June 25, 2026

Planning Commission Approval 2606PC084: Planning Commission
Approval 2606PC084, by owner Menhie Melton, seeking approval for
a mobile home use, Tax Parcel 0710I-02-029.000, 3713 37th Ave,
Zoned R-1-5 (Single-family), Ward 1
2606PC084 Planning Commission Approval
 Site
 Street
 Parcels
 Buildings
 City Limit
 Zoning
 R-1-5 - Single Family
 Residence District (Medium
 Density)
 R-B - Residence-Business
 District



 R-1-5


 R-1-5



 Site Information
 37TH AVE 0710I-02-029.000
 Zoning: R-1-5 (Single Family)
 Size: 11137.5 sqft
 Flood: X



 0 8 16 24

 Yards

 1 inch = 50 feet



 R-1-5
 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
 R-B 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 0710I-02-029.000 MENHIE MELTON (OWNER) 3713 37TH AVE GULFPORT MS 39501
 Adjacent Property Owners (2606PC084)
 26466 0710I-02-031.000 SMITH WILLIE & VICTORIA 15196 BARBARA DRIVE GULFPORT MS 39503
 N 26462 0710I-02-030.000 SMITH VICTORIA 15196 BARBARA DRIVE GULFPORT MS 39503
 26473 0710I-02-025.000 COLLINS TYKARI L 3714 37TH AVE GULFPORT MS 39501
 26475 0710I-02-024.000 LADNER KAREN -ETAL- 3702 37TH ST GULFPORT MS 39501
 26461 0710I-02-029.000 MELTON MENHIE ANTOINETTE 3713 37TH AVE GULFPORT MS 39501
 26463 0710I-02-034.000 PITTMAN GREGORY 3601 MEADOWLARK DR GULFPORT MS 39501
 26468 0710I-02-021.000 MV EAGLE LLC 17254 32 LANE N LOXAHATCHEE FL 33470
 N 26460 0710I-02-028.000 PITTMAN GREGORY 3601 MEADOWLARK DR GULFPORT MS 39501
 N 26469 0710I-02-022.000 MV EAGLE LLC 17254 32 LANE N LOXAHATCHEE FL 33470
 N 26465 0710I-02-032.000 PITTMAN GREGORY 3601 MEADOWLARK DR GULFPORT MS 39501
 26472 0710I-02-026.000 WEATHERSBY CHANDRA 3716 37TH AVE GULFPORT MS 39503
 N 26464 0710I-02-033.000 PITTMAN GREGORY 3601 MEADOWLARK DR GULFPORT MS 39501
 90650 0710I-02-020.000 CLAUSELL DARIAN J 541 N FOREST DR GULFPORT MS 39507
 90652 0710I-02-036.000 STEVENSON SCOTT & MICHELLE 58 PARK CIRCLE KELLOGG ID 83837
 136181 0710I-02-028.001 HABITAT FOR HUMANITY OF MGC 2214 34TH ST GULFPORT MS 39501
 N 136182 0710I-02-028.002 HABITAT FOR HUMANITY OF MGC 2214 34TH ST GULFPORT MS 39501
 136183 0710I-02-028.003 WHITFIELD ALEXIS D 3719 37TH AVE GULFPORT MS 39501
 N 136184 0710I-02-028.004 HABITAT FOR HUMANITY OF MGC 2214 34TH ST GULFPORT MS 39501
 N 136178 0710I-02-020.004 HABITAT FOR HUMANITY OF MGC 2214 34TH ST GULFPORT MS 39501
 N 136176 0710I-02-020.002 HABITAT FOR HUMANITY OF MGC 2214 34TH ST GULFPORT MS 39501
 N 136179 0710I-02-020.005 HABITAT FOR HUMANITY OF MGC 2214 34TH ST GULFPORT MS 39501
 N 136175 0710I-02-020.001 PITTMAN GREGORY 3601 MEADOWLARK DR GULFPORT MS 39501
 N 136177 0710I-02-020.003 HABITAT FOR HUMANITY OF MGC 2214 34TH ST GULFPORT MS 39501
 N 136180 0710I-02-025.001 HABITAT FOR HUMANITY OF MGC 2214 34TH ST GULFPORT MS 39501
2606PC084 Planning Commission Approval
 Legend
 Site
 Street
 Buildings




 38TH ST



 26460 90650
 90652
 26463 136179
 136184

 136183 26472 90650

 136182 26473

 36TH AVE
 37TH AVE
 136181 136180
 90652 26464
 136178
 26461 0 25 50 75
 26465 136177 26468
 Yards
 136176
 90652 26469
 136175 1 inch = 150 feet
 26466 26462




 µ
 26475


 37TH ST


 38TH AVE 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.
 URBAN DEVELOPMENT
 PLANNING & ZONING
 PO BOX 1780 | GULFPORT, MS | 1410 24TH AVENUE
 228.868.5710 | PLANNERS@GULFORT-MS.GOV


 PLANNING COMMISSION

Hearing Date: Thursday, June 25, 2026

Planning Commission Approval 2606PC086: Planning Commission
Approval 2606PC086, by owners Amber Guidry & Devante Crandle,
seeking approval for an administrative office for a bookkeeping
business as a home occupation, Tax Parcel 0808K-03-075.000, 11475
Harris Drive, Zoned R-1-10 (Single-family), Ward 7
2606PC086 Planning Commission Approval
 Site
 Street
 Parcels
 Buildings
 Water Features
 City Limit
 Zoning
 R-1-10 - Single Family
 Residence (Low Density)



 HARRIS DR




 R-1-10
 Site Information
 0808K-03-075.000
 Zoning: R-1-10 (Single Family)
 Size: 8021.6 sqft
 Flood: X
 PATRICIA CIR



 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.
Mail PPIN Parcel ID Name Address City State ZIP
 Y 0808K-03-075.000 AMBER GUIDRY (OWNER) 11475 HARRIS DRIVE GULFPORT MS 39503
 Adjacent Property Owners (2606PC086)
 43633 0808K-03-042.000 BURKEY LINDSAY 11482 HARRIS DR GULFPORT MS 39503
 43636 0808K-03-039.000 SMITH DAVID FRANKLIN 6014 RICHARD BRADLEY DR WILMINGTON NC 28409
 43580 0808K-03-073.000 SUNNYSIDE PROPERTIES LLC 16214 HWY 49 GULFPORT MS 39503
 57639 0808K-03-135.000 BOWDEN NOBLE C & BOWDEN PATRICE P O BOX 26 GULF SHORES AL 36547
 43640 0808K-03-036.000 BEASLEY PATRICIA PENTON P O BOX 3091 GULFPORT MS 39505
 43581 0808K-03-072.000 WILLIAMSON RICHARD L & FURMANSKI N 15026 PARKWOOD DR GULFPORT MS 39503
 43579 0808K-03-074.000 ARMOUR PETER A -EST- 11483 HARRIS DR GULFPORT MS 39503
 N 43578 0808K-03-075.000 11475 HARRIS LLC C/O GRACE SOLUTIONS PERKINSTON MS 39573
 43635 0808K-03-040.000 GONZALES CHRISTIAN J BOBET 15096 PATRICIA CIRCLE GULFPORT MS 39503
 43634 0808K-03-041.000 WHISENANT ROGER D -ESTATE- 11474 HARRIS DR GULFPORT MS 39503
 43641 0808K-03-035.000 MCDUFFIE ASHLEE MARIE -ETAL- 15095 PATRICIA CIR GULFPORT MS 39503
 43642 0808K-03-034.000 BLACKWELL PATRICK 15138 BELHAVEN ST GULFPORT MS 39503
 43643 0808K-03-033.000 PEYTON LEONIDA T 11454 HARRIS DR GULFPORT MS 39503
 43575 0808K-03-078.000 MARNER WYATT & STRINGER ANDREW 2 PALMER PL GULFPORT MS 39507
 43632 0808K-03-043.000 CARPENTER WINIFRED A 11488 HARRIS DRIVE GULFPORT MS 39503
 43577 0808K-03-076.000 SCHMIDT DEBRA 11461 HARRIS DR GULFPORT MS 39503
 43576 0808K-03-077.000 RONEY LORI PORCHE -L/E- 11461 HARRIS DR GULFPORT MS 39503
2606PC086 Planning Commission Approval
 Legend
 LYNDELL Site
 BLVD Street
 HAMILTON ST Buildings
 Water Features
 KLE
 RD I N




 MAURINE CIR
 HARRIS DR

 43581
 43632
 43580
 BEESON ST
 43633
 43636
 D
 57639

 SUNSET
 43579 43635
 43634
 43578
 R PATRICIA CIR
 43577
 43642
 B LV D
 43641
 43576 43640
 43643 S ON
 0 40 80 120
 43575 CARNES ST
 N W IL
 43598 Yards

 1 inch = 250 feet
 WESLEY CIR




 DARBY ST
 µ
 CAMDEN COURT CIR
 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
 ESTES ST
 represented on this map as a service


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


 PLANNING COMMISSION

Hearing Date: Thursday, June 25, 2026

General Plan 2607PC094: (Deferred to July Meeting
Agenda) General Plan 2607PC094, by agent Terry Moran, seeking
approval for a 48-lot subdivision with 2 outparcels, Tax Parcels
0908M-01-009.000, 0908M-01-014.000, Dedeaux Road, Zoned B-1
(Neighborhood Business), Ward 6
2607PC094 General Plan
 Site
 FAUST


 WINGATE DR
 DR Street
 R-1-10
 Parcels
 Buildings
 DEDEAUX RD City Limit
 Zoning
 B-1 - Neighborhood Business
 District
 R-1-10 - Single Family
 Residence (Low Density)
 R-1-7.5 - Single Family
 Residence District (Low
 Density)
 R-4 - General Residence
 (High Density)
 B-1
 B-1



 Site Information
 0908M-01-009.000
 0908M-01-014.000
 Zoning: B-1 (Neighborhood
 DEDE DR
 Business)
 Size: 11.63 Acres
 Flood: X

 0 25 50 75

 Yards

 1 inch = 150 feet




 R-4
 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
 R-1-7.5 form of any of the materials published on this map. The
R-1-10 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.
 DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS
 SLEEKWOOD SUBDIVISION
 HARRISON COUNTY, MISSISSIPPI


 This Declaration of Covenants, Conditions and Restrictions is made on the day of
_____, 2026, A.D., by DEDEAUX PROPERTIES I, LP, (hereinafter call “Declarant”);
 WITNESSETH:
 WHEREAS, Declarant is the owner of certain real property situated in Harrison County,
Mississippi, more particularly described on Exhibit “A” attached hereto; and
 WHEREAS, Declarant desired to create and develop thereon a residential community with
designated common areas for the benefit of the community, (hereinafter referred to as the
“Property”); and
 NOW, THEREFORE, Declarant; herby declares that all the properties described above
shall be held, sold and conveyed subject to the platted subdivision and the following restrictions,
covenants and conditions are for the purpose of protecting the value and desirability of, and
which shall run with the real property and be binding on all parties having and right, title or
interest in the described properties or any par thereof, their heirs, successors, and assigns, and
shall inure to the benefit of each owner thereof.
 1. RESIDENTIAL: All lots in Sleekwood Subdivision as shown on the official map
or plat thereof on file in the office of the Chancery Clerk of Harrison County, Mississippi, shall
be known, used, and described as one and two story residential lots.
 2. MINIMUM SQUARE FOOTAGE: No residence, built, placed or maintained on
any lot, shall contain less than one thousand eight hundred (1,650) square feet of living heated
floor space, exclusive of perches, terraces, garages, patios and courts, unless otherwise approved
by Architectural Review Committee.
 3. LOT SIZE: No residence shall be constructed in the subdivision on a less
quantity of ground than the whole of one entire lot, as shown by the official plat of said
subdivision.
 4. SETBACKS: For any and all residences constructed, erected, placed and
maintained on each and every lot located in the subdivision the Architectural Review Committee
shall establish the location, position and placing of the residence on the lot. All construction shall
be in compliance with the city zoning requirement.
 5. REQUIREMENTS FOR DWELLING: In addition to all approvals required
pursuant to Paragraph 9 herein, no residence shall be constructed, built or placed on any lot in
the subdivision unless the Architectural Review Committee has approved the exterior
appearances and color of the residence, including, but not limited to, style and color of roofing
shingle, roof pitch, color of all exterior walls and brick, surfaces and material of all exterior
walls, the material composition and the location of all driveways and sidewalks; trim and
exterior wall surface paint colors, stucco colors, composition of exposed exterior steps; location
and appearance of drainage culverts and retaining walls, all landscaping, exterior lighting,
location and material for all mailboxes and mailbox posts; and location and material types for all
fences. The Architectural Review Committee established herein shall establish and publish


 Page 1 of 7
approved building materials, colors and specifications for all exterior materials and colors. All
garages shall be rear facing.
 6. CREATION, MEMBERSHIP AND VOTING RIGHT IN THE ASSOCIATION:
Declarant will as its discretion relinquish responsibility for maintenance of common area and
cause to be formed a non-profit corporation called Sleekwood Subdivision Homeowners
Association as hereafter set forth:
 Section 1. Creation: All owners of records, as that term is herein defined, shall be a
member of the Sleekwood Subdivision Home Association (hereinafter “Association”). Said
Association shall be governed by three (3) directors, who serve for a term of three (3) years, and
who are elected by the owners of record. The Board of Directors shall perform the duties and
responsibilities as set for herein, in addition to any other duties and owners which said
Association members shall determine o as set for in the By Laws of the Association.
 Section 2. Membership: The members of the Association shall be and consist of
each and all of the following, to-wit:
 (a) Every person who is, or who hereafter becomes, an owner of record of the fee title
to a Lot. The expression “owner of record of the fee title to a Lot” shall include a contract seller
of any such Lot, but shall not include any person who owns such title solely as security for the
performance of an obligation of payment of a debt.
 (b) The Association shall have two classes of voting membership:
 Class A: Class A members shall be all members with exception of Declarant. Class
A members shall be entitled to one vote for each Lot owned. When more than one person or
entity holds an interest or interests in any Lot, all such persons or entities shall be Members, and
the vote for such Lot shall be exercised as they, among themselves, determine, but in no event
shall more than one vote be cast with respect to any such lot.
 Class B: Class B member(s) shall be the Declarant. The Class B member(s) shall be
entitled to four (4) votes for each Lot owned except as restricted under Section 3 hereof. When
the total votes outstanding in the Class A membership equals the votes outstanding in the Class B
membership, then the Class B membership shall cease and be converted into Class A
membership.
 Section 3. Voting Rights: Each member shall have one vote in the election of each
officer of the Association. For all other purposes, the voting rights of the members shall be by
class of membership, and shall be as flows, to-wit:
 (a) Class A Members: Each person, other than person herein defined as “Declarant”,
who is or who hereafter becomes the Owner of a Lot shall be a Class A member of the
Association. Class A members shall be entitled to one vote for each Lot owned.
 (b) Class B Members: Each of the persons herein defined as “Declarant”, and the
nominee or nominees, in any, of each such person, shall be Class B members of the Association.
Class B members shall be entitled to four (4) votes for each Lot owned.
 Section 4. Memberships Appurtenant to Real Propriety: In every case, the
membership of both Class A and Class B members shall be an appurtenant to the ownership of a
Lot. A membership shall not be held, assigned, transferred, pledged, hypothecated, encumbered,
conveyed or alienated in any manner except in conjunction with and as an appurtenance to the


 Page 2 of 7
ownership, assignment, transfer, pledge, hypothecation, encumbrance, conveyance, or alienation
of the Lot to which the membership is appurtenant.
 7. CREATION OF LIEN AND PERSONAL OBLIGATION OF ASSESSMENTS:
 (a) Creation of the Lien and Personal Obligation of Assessments: The Declarant or
developer of each lot owned within the property, hereby covenants, an each owner of each lot by
acceptance of a deed therefore whether or not it shall be so expressed in such deed, is deemed to
covenant and agree to pay the Association: (1) annual assessments or charges, and (2) special
assessments for capital improvements, such assessments to be established and collected for and
as hereinafter provided. The annual and special assessments, together with interest, costs, and
reasonable attorney’s fees, shall also be the personal obligation of the person who was the owner
for such property at the time when the assessment fell due. The personal obligation for
delinquent assessments shall not pass to his successors in title unless expressly assumed by them.
Both annual and special assessments must be fixed at a rate for all lots and may be elected
monthly. Class B Members shall be exempted from assessments on lots Declarant owns until
eighty (80%) of lots are sold, thereafter, Declarant shall be responsible for payment of
assessments according to the terms or this paragraph.
 (b) Payments and purpose of Assessments: Each person, group of persons,
corporation partnership, trust or other legal entity, or any combination thereof, who becomes a
record owner of the lot, where or not it shall be so expressed in the act of sale, contract to sell or
other conveyance, shall be deemed to covenant and agree to pay the Association, in advance, a
monthly sum (herein elsewhere sometimes referred to as “assessments” or “carrying charges”)
equal to one-twelfth (1/12th) of the members proportionate share of the sum required but the
Association as estimated by its Board of Directors, to meets its annual expenses, including, but in
no way limited to the following:
 (i) The cost of all operating expenses of the common areas and including charges by
the Association for services furnished by it;
 (ii) The amount of all taxes and assessments levied against the Association or upon
any property which it may own or which it is otherwise required to pay, if any;
 (iii) The cost of general or comprehensive public liability insurance on the common
areas and the cost of such other insurance as the Association may effect;
 (iv) The cost of maintenance, replacing, repairing and landscaping the common areas
of Montague Place without limitation.
 (v) The cost of funding all reserves established by the Association, including, when
appropriate a general operating reserve and/or a reserve for replacements.
 The Board of Directors shall determine the amount of the assessment annually.
Upon resolution of the Board of Directors, installments of annual assessments may be levied and
collected on a quarterly, semi-annual basis rather than on the monthly basis hereinabove
provided for. Any Class A member may prepay one or more installments of any annual
assessment levied by the Association, without premium or penalty.
 The Board of Directors of the Association shall make reasonable efforts to fix the
amount of the assessment against each lot for each assessment period at least thirty (30) days in
advance of such date or period and shall, at that time, prepare a roster of the lots and assessments


 Page 3 of 7
applicable thereto which shall be kept in the office of the Secretary of the Association and shall
be open to inspection by any owner upon reasonable notice to the Board. Written notice of the
assessment shall thereupon be sent to the members. The omission of the Board of Directors,
before the expiration of any assessment period, to fix assessments hereunder for that or the next
period, shall not be deemed a waiver or modification in any respect of the provisions of this
Article, or a release of any member from the obligation to pay the assessment, or any installment
thereof, for that or any subsequent assessment period, but the assessment fixed for the preceding
period shall continue until a new assessment is fixed. No member may exempt himself from
liability for assessments or carrying charges by a waiver o the use of enjoyment of any of the
common areas or by abandonment of any lot belonging to him.
 (c) Non-payment assessment: Any assessment levied pursuant to this Act of
Dedication, or any installment thereof, which is not paid on the date when due shall be
delinquent. The personal obligation of the member, to pay such assessment shall remain his
personal obligation and a suit to recover a money judgment for nonpayment of any assessment
levied pursuant to this Act of Dedication, or any installment thereof, may be maintained by the
Association.
 Any assessment levied pursuant to this Act of Dedication or any installment
thereof, which is not paid within thirty (30) days after it is due, shall bear interest at the rate or
eight percent (8%) per annum.
 The Association may bring an action at law against the owner personally
obligated to pay the same, or foreclose the lien against the property provide, however, that the
Association shall not be required to pursue either remedy and that all decision are within the sole
discretion to the Association. No owner may waive or otherwise escape the liability for the
assessments provide for herein by non-use of the Common Areas or by abandonment of his lot.
The Association shall notify the holder of the first mortgage on any lot for which any assessment
of the Act of Dedication becomes delinquent for a period in excess of sixty (60) days and in any
other case where the owner of such lot is in default with respect to the performance of any other
obligation hereunder for a period of sixty (60) days but any failure to give such notice shall not
affect the validity of any assessment levied or to be levied pursuant to this Act of Dedication.
 The Board of Directors may post a list of members who are delinquent in the
payment of any assessment or other fees which may be due the Association, including any
installment thereof which becomes delinquent in any prominent location within the community.


 (d) Assessment Certificates: The Association shall upon demand at any time furnish
to any member liable for any assessment levied pursuant to this Act of Dedication (or any third
party legitimately interested in the same) as certificate in writing signed by an officer of the
Association, setting forth the status of said assessment, i.e., whether the same is paid or unpaid.
Such certificates shall be conclusive evidence of the payment of any assessment therein stated to
have been paid. A charge shall not exceed Twenty Dollars ($20.00) and may be levied in
advance by the Association for each certificate delivered.
 (e) Subordination of the Lien to Mortgages: The lien of the assessments provided
for erring shall be subordinated to the lien of any recoded first mortgage. Sale or transfer of any


 Page 4 of 7
lot shall not affect the assessment lien. However, the sale or trade of any lot pursuant to
mortgage foreclosure or any proceeding in lieu thereof shall extinguish the lien of such
assessments as to the payment which becomes due prior to such sale or transfer. No sale or
transfer shall relieve such lot from liability for any assessments thereafter becoming due or from
the lien thereof.
 8. ARCHITECHURAL COMMITTEE: There shall be an Architectural Review
Committee composed of the Declarant and/or the heirs, successors, assigns or other entities
appointed by the Declarant.
 9. INSURANCE:
 (a) Each owner shall keep his residence insured at all times for its full replacement
  value against loss due to fire, windstorm, hail, explosion, riot, civil commotion, aircraft,
  vehicles, smoke and any other hazards that may be covered under standard extended coverage
  provisions, and shall furnish the Association proof of such coverage. In every case of a loss
  due to these hazards, each owner shall promptly repair or rebuild his lot from the insurance
  proceeds. Repair or reconstruction of the improvements as used herein shall mean restoring the
  improvements to substantially the same condition which existed prior to the damage. Each
  owner’s fire insurance policy shall contain a waiver of subrogation clause; and each owner
  shall furnish the Association with a copy of his policy. Each owner does, by his acceptance of
  a deed, irrevocably constitute and appoint the Association his true and lawful attorney, in his
  name, place and stead for the purpose of accomplishing a repair of reconstruction or the
  improvements in the event the owner fails or refuses to carry out any of the provisions
  contained herein. If insurance proceeds are insufficient to cover the cost of the reconstruction,
  the Association may pay the excess and the cost thereof shall become a post of the assessment
  to which lot is subject.
 (b) Each owner shall be responsible at his own expense and cost for his own personal
insurance on the contents of his own residence, carport, or parking space, including decorations,
furnishings and personal property therein, and his personal property stored elsewhere on the
property; and for his personal liability not covered by liability insurance for all owners obtained
as a part of the common expense.
 10. ANTENNAS: No television or other electronic receiving or transmitting device
shall be located or placed in or upon any parcel with the exception of such devices as shall be
fully contained and enclosed with a dwelling located upon a particular parcel. Without limiting
the general provisions hereof, this provision is specifically intended to prohibit the installation of
what are commonly referred to as “Satellite Dishes” and any shortwave or other transmitting
devices which interfere with the television or other electronic receptions of the neighbors. Each
property shall provide a screened area to serve as a service yard in which garbage receptacle, fuel
tanks, or other similar storage receptacle, electric and gas meters, air conditioning equipment,
clothes lines, and other unsightly objects must be placed or stored in order to conceal them from
the view of the road and adjacent properties.
 11. FENCES: No fences shall be erected in the subdivision without prior approval of
the Architectural Review Committee



 Page 5 of 7
 12. PETS: No animals, livestock, poultry of any kind shall be raised, bred, kept,
staked or pastured on any lot or in the common areas, except dogs, cats, birds, or other household
pets, which shall be kept and maintained in accordance with the rules and regulations adopted
from time to time by the Board of Directors. No pets are to be allowed to roam freely within the
subdivision.
 13. SIGNS: Except as may be required by legal proceedings, no signs, advertising or
ornaments of any kind shall be maintained or permitted within the window, on the exterior of
any window, or any portion of the property by anyone, including, but not limited to, the property
owner, realtor, contractor, or subcontractor, without the express written permission or the
Architectural Review Committee. The approval of any signs and posters without limitation,
name and address signs, shall be upon such conditions as may be from time to time determined
by the Architectural committee and may be arbitrarily withheld. If any such sign or advertising
device is approved, it shall only contain one name, and/or one number, not exceeding one
hundred twenty (120) square inches, and if for sale purposes, such sign shall not exceed six (6)
feet in area, and shall be subject to the right of the Architectural Committee to restrict color and
content.
 14. OTHER BUILDINGS AND VEHICLES: No tent, trailer, barn or any similar
outbuilding or structure shall be placed on any lot or on any other areas at any time, either
temporarily or permanently, without prior approval from the Architectural Review Committee.
No mobile home, tractor, boats, trailer or RV vehicle shall be placed on any lot or on subdivision
streets, either temporarily or permanently. Each owner shall provide for parking for at least two
(2) automobiles per owner for each dwelling owned or maintained by such owner.
 15. VARIANCES: The undersigned Declarant reserves the right to make minor
changes or alterations in these Restriction and Covenants and to waive minor violations of the
same. No private or public nuisance may be created or maintained upon any of any said lots. All
construction taking place upon subject property shall be completed within seven (7) months from
starting date.
 16. ENFORCEMENT: If the owner or claimant of any of said lots shall violate or
attempt to violate any of the conditions, restrictions or covenants herein contain, then in such
event any other person or persons owning any other of said lots or portion thereof or interest
therein may institute and prosecute any appropriate proceeding or proceedings either at law or
equity for the purposes of enjoining any such violation or attempted violation and/or damages
therefore, but there shall be no forfeiture or reversion of title because of any such violation or
attempted violation of any said Condition, Restriction or Covenants.
 17. SEVERABILTY: If one or more of the Covenants or Restrictions herein
contained shall be held by any court of competent jurisdiction to be invalid for any reason, any
such holding shall not affect the validity and effectiveness of the other Conditions, Restriction
and Covenants herein contained.
 18. TERM: The Restrictive Covenants shall run with the land and the title thereto
and shall be binding upon all properties owned and/or claiming out of them by purchase,
inheritance or otherwise, for a period of thirty (30) years from the date which they are executed,



 Page 6 of 7
and upon expiration of said thirty (30) year period, the Covenants shall automatically be
extended for additional terms of ten (10) years each.
 19. AMENDMENTS, VOTING RIGHTS AND TERMINATION: These Building
restrictions and Protective Covenants may be amended from time to time by a written document
signed, acknowledged and recorded, which reflects the affirmative vote in favor of the
amendment by eighty percent (80%) of the lot owners, and in each case, such amendments shall
be evidenced by a document in wiring, bearing each of their signatures. All amendments, if any,
shall be recorded in the office of the Chancery Clerk of Harrison County, Mississippi.


WITNESS THE SIGNATURES of the Declarant on this the day of , A.D., 2026.


 By: __________________________
 DEDEAUX PROPERTIES I, LP


 “Exhibit A”
Legal Description:


(refer to recording plat for legal description)




STATE OF MISSISSIPPI
COUNTY OF HARRISON


PERSONALLY APPEARED BEFORE ME, the undersigned authority in and for the said county
and state, on this day of 2024, A.D., within my jurisdiction, the within named DEDEAUX
PROPERTIES I, LP, executed that above and forgoing instrument.


GIVEN UNDER MY HAND AND SEAL of office this ____ day of _______, 2026.




 NOTARY PUBLIC ____________________________




 MY COMMISION EXPIRES:_____________________




 Page 7 of 7
TECHNICAL SPECIFICATIONS
 FOR:


 Sleekwood Subdivision
 Gulfport, Mississippi
 PREPARED FOR:

 Dedeaux Properties 1, lp
 P.O. Box 926
 Gulfport, MS, 39502
 PREPARED BY:




 Terry Moran & Associates, PLLC
 1806 23rd Ave., Ste B
 Gulfport, MS 39501
 Ph. (228) 896-4733

 PROJECT NO. 26-043



  TECHNICAL SPECIFICATIONS INDEX
 INDEX NO. DESCRIPTION

 02050 DEMOLITION
 02100 SITE PREPARATION
 02200 EARTHWORK
 02232 GRANULAR BASE MATERIAL
 02270 SLOPE PROTECTION & EROSION
 02430 DRAINAGE STRUCTURES
 02434 CULVERTS
 02452 SIGNAGE
 02485 LAWNS AND GRASS
 02525 CURB AND SIDEWALKS
 02577 PAVEMENT MARKING
 02601 MANHOLES
 02713 WATER DISTRIBUTION SYSTEM
 02722 SANITARY SEWER SYSTEM




Prepared by:
Terry Moran & Associates, PLLC
DIVISION 2 - SITEWORK

SECTION 02050 - DEMOLITION AND REMOVAL

1.0 SCOPE OF WORK

 1.1 This work shall consist of all labor, materials, services, and equipment
 necessary to remove the existing obstructions, including but not limited to
 fences, slabs, foundations and utilities which are designated to be
 removed and/or re-located in the plans and in these specifications.

 1.2 Contractor shall pay for any permits, licenses, bonds, etc., required for
 demolition or removal items herein.

 1.3 Work related to these removal items such as Site Preparation, Earthwork,
 Grading and Drainage and Site Utilities is specified elsewhere under those
 applicable sections.

 1.4 Any work performed within public right-of-way or on adjacent properties
 shall be done in strict accordance with the requirements of the
 governmental agencies or the owning entities having jurisdiction and shall
 not begin until authorized by those parties.

 1.5 The Existing Conditions Plan has been prepared in order to show all
 existing structures and improvements. Others may exist and may be
 discovered upon visiting the site. It is the Contractor’s responsibility to
 visit the site prior to initiating any work. If any deviations from those
 conditions shown are found, the Contractor shall notify the Engineer and
 Owner in writing immediately. If said deviations are found by Engineer to
 adversely affect the progress or scope of the project, construction will
 cease until said deviations are resolved between the Contractor and
 Engineer.

 1.6 All surrounding site features which are shown to remain on the drawings,
 shall not be injured in any manner during the Contractor’s work. Any
 adjacent public street or road that is used to accomplish the work herein
 shall be fully restored if damaged or changed in any respect during the
 work, to the complete satisfaction of the governmental agencies having
 jurisdiction over said street or road.

 1.7 Any damage done to existing drainage facilities or utilities during the
 course of this work shall be repaired at the Contractor’s expense in a
 manner acceptable to Engineer and the owning entity. Any unnecessary
 damage shall be reported to Engineer, should it occur.

 02050




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Terry Moran & Associates, PLLC
2.0 MATERIALS

 None

3.0 CONSTRUCTION REQUIREMENTS

 3.1 Quantities for Removal Items have been shown in the plans. The
 Contractor shall be responsible for visiting the site so as to obtain a better
 understanding of exactly what difficulties are associated with these
 removal items, and determining more exact quantities, if necessary.

 3.2 It shall be the Contractor’s responsibility to contact all pertinent utility
 companies or owning entities to verify that the utilities shown to be
 removed are in fact inoperative, and if not, shall provide a temporary
 means of operation until permanent utilities are in place.

 3.3 Extreme caution shall be taken when removing any structures or utilities
 below grade to prevent damage or disturbance to existing utilities which
 are to remain in service.

 3.4 Concrete curb and drainage structures shall not be removed until the
 traffic is satisfactorily accommodated otherwise.

 3.5 All removal items, if deemed to not be salvageable by the Engineer, shall
 be satisfactorily disposed of by the Contractor off-site.

 3.6 Contractor shall not remove any existing storm drain pipe shown on the
 plans to be removed, until positive drainage has been secured for all
 areas.

 3.7 No existing storm drain pipe shall be plugged until providing a positive
 drainage route for the area adjacent to the pipe.

 3.8 All demolition and removal of existing buildings or building slabs shall
 include any and all building remains, building floor slab, all subsurface
 structural footings and piers, and all utility appurtenances associated with
 the buildings including, but not limited to plumbing, gas, electric, telephone
 meters, etc., up to the point at which said services enter the project limits,
 unless specified otherwise .




 02050




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Terry Moran & Associates, PLLC
4.0 METHOD OF MEASUREMENT

 4.1 Removal of existing items (and re-location were required) will be
 measured as indicated on the plans and shall include complete and
 satisfactory removal and transportation of the material and any associated
 materials that might be incurred, out of the project limits and shall include
 proper disposal of those items.

 4.2 Materials designated to be removed shall be legally deposited at a
 location approved by Engineer, and shall by no means be burned or
 deposited on-site.

END OF SECTION




 02050




Prepared by:
Terry Moran & Associates, PLLC
DIVISION 2 - SITEWORK

SECTION 02100 - SITE PREPARATION

PART 1 GENERAL

1.01 Scope of Work

 A. Cleaning site of debris, grass, trees and other plant life in preparation for
 site or building excavation work.

 B. Protection of existing structures, trees or vegetation indicated on the
 contract documents to remain.

 C. Stripping topsoil from areas that are to be incorporated into the limits of the
 project and where so indicated on the construction drawings.

1.02 Related Sections

 A. Section 02050 - Demolition

 B. Section 02200 - Earthwork

 C. Section 02270 - Slope Protection and Erosion Control

 D. Construction Drawings

1.03 Environmental Requirements

 A. Construct Temporary Erosion Control Systems as Shown on the Plans or
 as directed by the Engineer to protect adjacent properties and water
 resources from erosion and sedimentation.

1.04 Job Conditions

 A. Conditions existing at time of inspection for bidding purposes will be
 maintained by owner in so far as practical.

 B. Variations to conditions or discrepancy in actual conditions as they apply to
 site preparation operations are to be brought to the attention of the owner
 prior to the commencement of any site work.




 02100




Prepared by:
Terry Moran & Associates, PLLC
1.0 SCOPE OF WORK

 1.1 This work shall consist of clearing, grubbing, stripping, excavation,
 removal and disposal of all overburden materials and debris of whatever
 character necessary to satisfactory expose suitable subgrade material.

 1.2 Stripping is generally inclusive of the top six inches (6”) of material
 referred hereafter to as topsoil, but will include whatever depth necessary
 to satisfactorily expose acceptable subgrade.

2.0 MATERIALS

 None.

3.0 CONSTRUCTION REQUIREMENTS

 3.1 Clearing and Grubbing

 3.1.1 Clearing and grubbing shall include removal of all trees, brush,
 stumps, and tall grass that are designated to be removed in the
 plans. It may be necessary for the Contractor to bush-hog portions
 of the site prior to beginning the stripping operations. There shall
 be no separate payment for said work. Undisturbed stumps and
 roots, and nonperishable solid objects which will be a minimum of
 three feet below subgrade or slope of embankments may be left
 when authorized by Engineer.

 3.1.2 Burning of perishable material shall be done only in accordance
 with applicable laws, ordinances, and regulations. All burning is
 subject to the permission of the local Fire Department and/or Fire
 Marshall and in accordance with their requirements. No burning
 within limits of paving or buildings is allowed whatsoever.

 3.1.3 All materials and debris not burned shall be removed and disposed
 of outside of the project limits in a manner satisfactory to Engineer.
 Burial of material or debris on the project is not permitted without
 the expressed consent of the Engineer.

 3.1.4 Following the clearing and grubbing operations, the Contractor
 shall slope the existing ground surface and fill depressions and
 stumpholes to encourage drainage utilizing existing material within
 the limits of clearing and grubbing and to the specified grades.


 02100




Prepared by:
Terry Moran & Associates, PLLC
 3.1.5 After sloping the ground surface to ensure positive drainage over
 the entire site, the Contractor shall rake the entire area to remove
 surface roots and objects and to provide a final dressing for the
 project area.

 3.1.6 Low hanging and unsound or unsightly branches on trees or shrubs
 on adjacent property, but extending over the clearing and grubbing
 limits shall be trimmed. All trimming shall be done by skilled
 workmen and in accordance with good tree surgery practices. An
 approved asphalt paint prepared specifically for tree surgery shall
 be furnished and applied by Contractor to cut or scarred surfaces
 on trees or shrubs not designated to be removed.

 3.1.7 Contractor shall saw-up, pile, and burn trees in accordance with
 paragraph 3.1.2, where allowed by local municipality, in an area
 approved by the Owner and Engineer. Said area shall be set aside
 prior to commencement of this project.

 3.2 Stripping

 3.2.1 Contractor shall remove topsoil prior to the placement of new fill
 material.
 The depth of topsoil to be removed will be that depth required to
 expose
 suitable subgrade material, as determined by the Engineer or Soils
 Engineer.

 3.2.2 Contractor shall undercut any existing swales through the site
 deeper than the six inches (6”) as required to remove all loose and
 soft material present.

 3..2.3 The Contractor shall not remove any topsoil in those areas
 designated on the plans to be grassed or landscaped, except as
 necessary for the construction of new improvements.

 3.2.4 Contractor’s stockpiling of topsoil and plating materials operation
 shall be
 completed prior to beginning any further work or excavation of the
 underlying material.

 3.3 Excavation

 3.3.1 Excavation shall include all topsoil that is deemed by the Engineer
 or Soils Engineer as unsuitable for subgrade material. Topsoil shall
 not be used as fill material.

 02100



Prepared by:
Terry Moran & Associates, PLLC
 3.3.2 Excavation operations shall be so conducted as to minimize the
 loosening of materials outside the area designated for removal of
 such material or below the indicated grade. No payment will be
 made for the removal, disposal, or replacement of material
 determined to be loosened or undercut through carelessness or
 negligence on the part of the Contractor.

 3.4 Disposal

 3.4.1 Contractor shall provide at his expense a suitable area for disposal
 of topsoil which is determined by the Soils Engineer or Engineer to
 be unsuitable as upgrade material, or that is not necessary for
 plating material. A quantity of topsoil sufficient to bring, those areas
 designated to be grassed or landscaped to finished grade, (4”
 required) will be set aside by the Contractor for use, subsequent to
 all other compensation to the Contractor for hauling topsoil off of
 the site and depositing excess topsoil.

4.0 METHOD OF MEASUREMENT

 4.1 Clearing, Grubbing, and Stripping will be measured by their respective
 units and shall include complete removal and deposition of any materials
 encountered deemed by Engineer or Engineer’s Representative as
 unsuitable for subgrade material, from the project in a proper and
 acceptable manner and stockpiling all, or the portion of topsoil material
 sufficient in quantity to cover proposed lawn areas, the required 4 inches.

END OF SECTION




 02100




Prepared by:
Terry Moran & Associates, PLLC
DIVISION 2 - SITEWORK

SECTION 02200 - EARTHWORK

1.0 SCOPE OF WORK

 1.1 The Contractor shall furnish all labor, equipment, transportation, and
 supplies necessary for the completion of all earthwork as shown on the
 drawings and specified herein, and includes the preparation of subgrades,
 foundations, and other utilization or disposal of materials excavated, and
 the compaction and dressing of excavated areas and embankments.
 Excavation for drainage, water, and sewer systems is not included under
 this section, but is considered incidental to the drainage and sewer
 systems installations.

 1.2 Contractor shall perform all on and offsite preparation work and earth
 moving required to best achieve land balance and to meet indicated
 subgrade.

 1.3 All Clearing, Grubbing, and Stripping shall take place and those materials
 either stockpiled offsite or disposed of prior to any further preparation of
 subgrade or earthwork operations, as specified under SITE
 PREPARATION.

 1.4 All excavating, filling, compacting, and grading required shall be done so
 as to obtain the finished subgrade elevations. Subgrade shall be prepared
 to properly receive pavements, slabs, structures, or fill as shown in the
 drawings and these specifications.

 1.5 Contractor shall be responsible for coordinating and contacting the Soils
 Testing Laboratory in accordance with these specifications to observe the
 overall earthwork operation, including but not limited to, the Stripping,
 Clearing, and Grubbing, proof-rolling of subgrade, cut and fill work, and
 site grading. Owner will retain Soils Testing Laboratory prior to the letting
 of this contract. Owner will submit to Contractor an outline of the required
 testing.

 1.6 Contractor shall be responsible for establishing and maintaining a borrow
 source should the earthwork not balance. Said borrow source samples
 shall be submitted to the Owner’s testing lab to ensure compatibility of soil
 material for use as fill material. Contractor shall ensure that borrow
 material is clean and uncontaminated by organic soils or other deleterious
 materials.

 02200




Prepared by:
Terry Moran & Associates, PLLC
 If native material from Contractor’s operations, and shall always be left in a
 well positioned.

 1.7 Contractor shall assume sole responsibility for the completion of the work
 described herein regardless of the subsurface materials or conditions
 encountered.

 1.8 Contractor shall at all times minimize noise-producing activities, and shall
 comply to all noise abatement ordinances.

 1.9 Contractor shall keep all areas of construction sufficiently dampened to
 prevent dust from adversely affecting adjacent properties or public streets.
 Contractor shall ensure that trucks leaving the site are free of mud and
 earth, and do not leave deposits on adjacent streets or properties. Any
 deposits that are left shall be immediately removed by the Contractor at
 his expense to the satisfaction of the entity having jurisdiction.

 1.10 Contractor shall be responsible for ensuring the protection of adjacent
 properties from runoff of soils. Contractor shall temporarily construct, at
 his expense, whatever means necessary to ensure no erosion or sediment
 transport occurs onto adjacent properties. This shall be incidental to the
 other units of work described herein.

 1.11 During the earthwork operations, Contractor shall pay close attention to
 those existing utilities and improvements designated to remain, so as to
 not cause any damage to said features. Should any damages occur as a
 result of Contractor’s operations, said damages will be repaired at
 Contractor’s expense.

 1.12 During the entire course of this work, Contractor shall maintain existing
 drainage ways. During placement and grading operations, the exposed
 subgrade shall be maintained in a positively drained condition.

 1.13 All earthwork performed under this Contract shall be done in strict
 accordance with this specification.

2.0 MATERIALS

 2.1 Native subsurface granular materials, which are free from organic
 contamination and are approved by Engineer shall be suitable for use as
 fill. Organic contamination is defined as containing 4.0 percent or more of
 organic material.

 2.2 Select Granular Fill shall be approved by the Engineer and shall consist of
 sand, clayey sand or sandy clay, provided the % passing the #200 sieve is
 not greater than 15% for any of the material.
 02200



Prepared by:
Terry Moran & Associates, PLLC
3.0 CONSTRUCTION REQUIREMENTS

 3.1 General

 3.1.1 Contractor shall ensure during the course of this work that all
 excavations are free from water before structures and pipes are
 installed.

 3.1.2 Contractor may be required to provide all necessary pumps, drains,
 well point systems, and other means of removing water from
 excavations, trenches, subgrades, etc., if necessary to accelerate
 the dewatering process. Water from said portions of the work shall
 be disposed of in a manner satisfactory to Owner, Engineer, and
 Municipality.

 3.1.3 Should the subgrades experience “pumping” and loss of bearing
 strength due to accumulated water beneath the subgrades, the
 compaction of these material shall be terminated. The Contractor
 shall either remove the affected soil to a sufficient depth and
 replace with a dry fill material, or allow the excess moisture to
 dissipate sufficiently to achieve the specified compaction.

 3.1.4 Site Contractor shall be responsible for making whatever
 subsurface exploration, as he deems necessary to determine if any
 further excavation than that shown on the plans is necessary to
 remove unsuitable material(s). Any unsuitable material(s)
 discovered below the ground surface shall be removed and
 disposed of, as described in these specifications. There will be no
 separate or additional payment for excavation, handling,
 processing, removal, replacing, or re-compacting that is related to
 this work, other than the pay items set forth in the Bid Proposal.

 3.2.1 All surface materials shall be stripped from limits of the area to be
 improved and satisfactorily stockpiled on-site in an area outside of any
 proposed construction and reserved for later use. All other unsuitable
 materials shall be satisfactorily disposed of off of the site. Suitable in-situ
 subgrade materials shall then be proof-rolled and compacted in place to
 the density specified in the Geotechnical Report.

 3.2.2 Excavations shall be finished to reasonably smooth and uniform surfaces
 with a tolerance of + 1/2”. Operations shall be conducted so that material
 outside the limits of slopes will not be unnecessarily disturbed and so as to
 minimize the loosening of materials outside the required slopes or below
 the indicated grade.

 02200




Prepared by:
Terry Moran & Associates, PLLC
 3.2.3 When the Contractor’s excavating operations encountered remains of
 prehistoric dwelling sites or other artifacts of historical or archeological
 significance, the operations shall be temporarily discontinued. The
 Engineer will contact appropriate authorities to determine the disposition
 thereof. When directed by the Engineer, the Contractor shall excavate the
 site in a manner to preserve the artifacts encountered, and if required shall
 remove them for delivery to the custody of the proper State authorities.
 Such excavation will be considered and paid for as extra work.

 3.2.4 Where excavation to grade results in a foundation, subgrade, or slope of
 unsuitable soil, the Contractor shall remove unsuitable materials and
 backfill to the required grade with approved material. Slides or other soil
 failures shall be removed by the Contractor unless their removal is waived
 by the Engineer.

 3.2.5 All earth cut slopes shall be dressed to smooth and uniform surfaces to
 conform to the specified sections. Slopes shall not exceed 2:1 horizontal
 to vertical, unless a lesser slope is specified herein, in which case the
 otherwise specified slope shall govern.

 3.2.6 All material encountered in excavation within the project which is
 unsuitable for use in the work shall be removed and disposed of as
 specified in the contract or as directed. Unless otherwise specified, the
 Contractor shall provide at his own expense the location for the disposal of
 excess excavation. Contractor shall plan his operation to utilize all
 suitable excavation in the project including transportation as required.

 3.3 When practical, the most suitable materials will be placed in the top
 courses of fill sections.

 3.4 Where plating or landscaping is contemplated, either in cut or fill sections,
 appropriate adjustment shall be made in the graded section during
 construction so that the finished section after plating will conform within
 allowable tolerances to the typical sections and finished grades shown on
 the plans.

 3.5 Embankments around structures shall not start until the structure has
 been properly cured for the minimum number of days required and
 permission has been granted by the Engineer to proceed with the work.
 The Contractor shall repair, restore with new work, or make good without
 extra compensation, all damage done to any structure as a result of the
 backfilling operations.



 02200




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Terry Moran & Associates, PLLC
 3.6 All backfill material shall be at the moisture content determined to be
 proper for the particular material being placed so that the resulting work
 will be both dense and stable. It shall be the Contractor’s responsibility to
 remain the proper moisture content during compaction operations.

 3.7 The materials shall be compacted to 95% standard proctor density per
 ASTM D698, unless stated otherwise. Tests shall be made in accordance
 with applicable AASHTO or ASTM test methods.

 3.8 The finished contours and spot elevations shown on the Grading and
 Drainage Plan indicate the finished surface after all construction. In areas
 where paving, floor slabs, or plating with topsoil are specified, Contractor
 shall make due allowances for these thickness.

 3.9 Contractor shall make note of pavement thickness as shown and the
 areas in which they occur. Landscaped or lawn areas are to be finished
 four inches (4”) below finished grade. New street paving inside public
 right-of-way shall be finished as required by those governing entities. The
 tolerance on all earthwork and finished grading shall be +/- one-half inch
 (1/2).

 3.10 Cut and Fill Work shall be done in strict accordance with these
 specifications. By no means shall fill material be placed in excess of eight
 inch(8”) thick loose lifts or compact to less than 95% standard density.

4.0 METHOD OF MEASUREMENT

 4.1 Earthwork shall be measured per the respective unit prices and shall
 include all excavation, compaction, filling, grading, subgrade preparation,
 utilization, transportation, and disposal of material required to obtain the
 finished subgrade elevations specified in the plans and the required
 compaction specified herein.

END OF SECTION




 02200




Prepared by:
Terry Moran & Associates, PLLC
DIVISION 2- SITEWORK

SECTION 02232 - GRANULAR BASE MATERIAL

1.0 SCOPE OF WORK

 1.1 This work shall consist of furnishing and placing one or more plant-mixed
 courses of crushed limestone base course on a prepared subgrade in
 accordance with these Specifications and in reasonably close conformity
 with the lines, grades, thickness and typical cross-sections shown on the
 Plans.

2.0 MATERIALS

 2.1 Material shall be composed of three (3) well controlled aggregate sizes
 and water mixed in a central plant. Aggregates shall be one hundred
 (100) percent crushed limestone or granite produced in three (3) separate
 sizes in conformance with this specification.

 2.2 The composition blend of the components of aggregates from approved
 source(s) shall fall within the master gradation ranges, based on
 aggregates of uniform specific gravity.

 2.3 The overall limits set out in these master ranges encompasses the
 extreme limits for the combination of aggregates from various sources.
 Closer controls on the composition blend of the components, appropriate
 to the job materials, shall be established for the mixture required under
 any contract by establishment of an approved job mix formula in
 accordance with these provisions.

 2.4 The job-mix formula shall bind the Contractor to furnish mixtures meeting
 the requirements of such approved exact formula within the allowable
 tolerance specified.

 2.5 Samples of the actual mixtures in use will be taken as often as the
 Engineer may deem necessary, to insure maintenance of uniformity of the
 quality of the mixture within allowable tolerances, throughout the work.

 2.6 No change in source of materials will be allowed on the project without
 expressed written consent from the Engineer. In such cases, Contractor
 will be responsible for supplying and paying for the testing required in the
 section.
 2.7 No mixture will be accepted for use, nor shall any mixture be placed until
 the Engineer has established or approved a job-mix formula for the partial
 mixture.
 02232



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 2.8 The material shall consist of limestone or granite.

 2.9 No source of material used in the blend shall have a percent of wear, Los
 Angeles Abrasion Test, of more than 50. All material shall contain less
 than twenty (20) percent thin or elongated pieces.

 2.10 The gradation for the Granular Base Material shall be as follows.

 Square Mesh Size % passing (by dry weight)

 1-12” 100
 1’ 90-100
 3/4” 70-95
 3/8” 50-80
 #4 35-65
 #10 25-50
 #40 10-26
 #200 4-12

3.0 CONSTRUCTION REQUIREMENTS

 3.1 Prior to placement of Granular Base Course, the site shall be prepared
 and proof-rolled in Accordance with the EARTHWORK section.

 3.2 All stockpiling and proportioning, Equipment, Spreading, Shaping and
 Compacting shall be done in accordance with the applicable requirements
 of section 308 of the Local State Highway Department or Department of
 Transportation Standard Specifications for Highway Construction, latest
 edition.

4.0 METHOD OF MEASUREMENT

 Granular Base Course will be measured by the number of square yards,
 compacted to the specified density, to the thickness specified in the Plan, per
 measure.

END OF SECTION




 02232




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Terry Moran & Associates, PLLC
DIVISION 2 - SITEWORK

SECTION 02270 - SLOPE PROTECTION & EROSION CONTROL

1.0 SCOPE OF WORK

 1.1 This work shall consist of all labor, materials, and equipment necessary to
 temporarily control erosion as shown on the drawings and specified herein,
 including, but limited to, sodding, silt traps, sediment barriers, earthen
 berms, diversion ditches, and the placement of hay bales.

2.0 MATERIALS

 2.1 Filter cloth for silt fences shall be a pervious sheet of synthetic polymer
 filaments nonwoven from continuous fibers and shall be the type specified
 on the drawings or an approved equal.

3.0 CONSTRUCTION REQUIREMENTS

 3.1 Temporary erosion control shall be used until such time as permanent
 paving, planting, and restoration of natural areas are effective in the control
 of site erosion.

 3.2 Sodding shall be at openings of on-site flared end sections and at curb cuts
 as specified on the drawings.

 3.3 Silt traps shall be installed as necessary and shall be maintained until other
 erosion control methods can be substituted for them. Silt traps shall be
 cleaned out when half filled with silt.

 3.4 Sediment barriers shall be located at all points where surface water can
 leave the construction site after bypassing a silt trap, if that point is subject
 to erosion. Barriers shall be constructed to remove sediments from flowing
 water through filtration by filter cloth fences or staked hay bales. Sediment
 barriers shall be arranged to create ponding behind them. Sediment shall
 be removed to maintain ponding capacity drainage structures until
 establishment of permanent erosion control.

 3.5 Diversion ditches and earthen berms shall be constructed wherever steep
 slopes or changes in grade are required.

 3.6 All temporary erosion control measures shall be removed and areas
 restored when permanent erosion control is effective.

 3.7 No drainage across building pad.

 02270



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4.0 METHOD OF MEASUREMENT

 4.1 There shall be no separate pay item for temporary erosion control, in that it
 is incidental to the applicable types of work.

END OF SECTION




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DIVISION 2 - SITEWORK

SECTION 02430 - DRAINAGE STRUCTURES

1.0 SCOPE OF WORK

 1.1 The Contractor shall furnish all labor, materials, tools, equipment and
 incidentals necessary to construct all drainage structures and related work
 including but not limited to junction boxes, detention structures, concrete
 flumes, and incidental ditch shaping, in accordance with these
 specifications and in reasonably close conformity with the lines, grades
 and dimensions shown on the drawings or established by the Engineer.

2.0 MATERIALS

 2.1 Concrete - Class B, Local State Highway Department or Department of
 Transportation Standard Specifications for Road and Bridge Construction,
 latest edition.

 2.2 Bar Reinforcement - Grade 40 or 60 billet steel , ASTM A-615.

 2.3 Castings-Heavy Duty-non-rocking shall be of uniform quality , free from
 blowholes, shrinkage, distortion or other defects. They shall be smooth
 and well cleaned by shot blasting. Metal used in manufacture shall to
 ASTM A48-76 Class 35 for Gray Iron and ASTM A536-80 Grade 65-45-12
 for Ductile Iron. All castings shall be true to pattern, component parts shall
 fit together in a satisfactory manner. Round frames and covers
 shall have continuously machined bearing surfaces to prevent rocking and
 ratting. Tolerance shall be plus or minus 1/16 per foot.

 2.4 Expansion Joint - Performed expansion joint filler for concrete, AASTHO
 M-33.

 2.5 Corrugated Polyethylene Drainage Tubing - AASHTO M-252; fittings shall
 conform to ASTM F-405.

 2.6 Junction Box Steps - Cast iron, ASTM A-48, Class 30 or 12” wide 3/8”
 steel reinforcing rod in capsuled in a copolymer polypropylene plastic
 similar to M.A. Plastic Step as manufactured by M.A. Industries,
 Peachtree City, Georgia, integrally cast with junction box, or cast in place
 with junction box.

 2.7 Select Backfill Borrow Material specified specified elsewhere.



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3.0 CONSTRUCTION REQUIREMENTS

 3.1 Conform to applicable construction requirements of the Local State
 Highway Department or Department of Transportation Specifications for
 Road and Bridge Construction, latest edition, and all additional
 supplements.

 3.2 Ditches and swales shall be dressed to a smooth and uniform surface and
 shall conform reasonably close to the typical section shown on the
 drawings. Machine dressed slopes will be classed satisfactory and hand
 dressing will not ordinarily be required.

 3.3 Excavation and backfill required for construction of culverts, junction
 boxes, flared end sections, and other drainage structures, where
 applicable, shall be included in the price for the structure.

 3.4 The ground surface that has been affected by the Contractor’s operation
 shall be dressed to a smooth and uniform surface reasonably close to the
 original ground surface and shaped to encourage drainage.

 3.5 Pre-cast inlets, junction boxes, and detention structures may be permitted
 by Engineer subject to review and approval of shop drawings.

 3.6 Perforated polyethylene drainage tubing to be constructed with all
 standard junction boxes, and other drainage structures shall be included in
 the cost of each standard junction box. (THERE WILL BE NO
 SEPARATE PAYMENT FOR THIS TUBING.)

 3.7 All drainage structures shall be installed with steps as shown in the
 construction drawings and designated herein where the structure height
 from flow line to top structure height exceeds five feet(5”).

 3.8 All drainage structures shall be constructed on a 6” thick (minimum) Select
 Backfill Borrow Material foundation per the plans.

4.0 METHOD OF MEASUREMENT

 4.1 All drainage structures and related work will be measured as indicated in
 the drawings. Drainage structures including all related casting, frames,
 perforated pipe, etc., will be measured by the number of completed and
 functioning units in place. Drainage ditch will be measured by the number
 of linear feet of ditch constructed and satisfactorily completed.

END OF SECTION


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DIVISION 2 - SITEWORK

SECTION 02434 - STORM DRAIN CULVERTS

1.0 SCOPE OF WORK

 1.1 The Contractor shall furnish all labor, equipment, tools, and equipment for
 the construction of pipe culverts, hereinafter referred to as “conduit”, in
 accordance with these specifications and in reasonably close conformity
 with the lines and grades shown on the plans or established. It shall also
 consist of furnishing all materials, and joining the work to the other
 conduit, catch basins, manholes, inlets, etc. as may be required to
 complete the work in accordance with these specifications and/ or as
 detailed in the drawings.

2.0 MATERIAL

 2.1 Conduit shall conform to the design and dimensions shown on the plans,
 and materials shall meet the requirements specified.

 2.1.1 Reinforced Type Round Concrete Pipe - ASTM C-76 & AASHTO M-
 170, Spigot Groove, “O” type rubber gasket joint in conformance with
 C-443, lubricant as recommended by gasket manufacturer.

 2.1.2 High Density Polyethylene Pipe (HDPE) - ASTM F-408, ASTM F-
 667, AASHTO M-252, and ASTM D-2321.

 2.2 Lifting holes will not be allowed in any concrete pipe on this project.

 2.3 Select Backfill Borrow Material - specified elsewhere.

 2.4 Storm Drain Culverts other than reinforced concrete may be allowed, but
 are subject to Engineer’s approval.

3.0 CONSTRUCTION REQUIREMENTS

 3.1 Conform to applicable local State Highway Department or Department of
 Transportation Specifications for Road and Bridge Construction, latest
 edition, and all additional supplements.

 3.2 Lengths of storm drain pipe shown on the drawings are appropriate
 distances from center to center of structures. The Contractor shall install
 drain pipe based on actual field measurements.

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 3.3 Where reinforced concrete pipe is used, Contractor shall wrap each joint of
 culvert pipe with four ounce filter cloth, 36” wide, centered on joint, and
 secured to the pipe with duct tape or mastic. Conform to the drawings.

 3.4 Where the excavation is in wet material, and suitable construction
 conditions cannot be obtained by other methods, the Contractor shall install
 and operate, at his own expense, a pumping system connected with well
 points, so as to drain the same effectively. All wet point holes shall be back-
 filled with sand after removal. No masonry or pipe shall be laid in water,
 and water shall not be allowed to rise over masonry until concrete or
 masonry has set al least 48 hours. All water pumped or drained from the
 work shall be disposed of in a manner that will not damage adjacent
 property or other work under construction. Necessary precautions shall be
 taken to protect all construction against flooding. No culvert shall be laid in
 wet trenches.

 3.5 Where the storm crosses a sanitary sewer line or water main and the vertical
 clearance is less than eighteen inches (18”), the pipe intersection shall be
 embedded in concrete for a distance of five feet (5’) each way from
 centerline of intersection.

 3.6 Contractor shall provide Select Backfill Borrow Material in accordance with
 these plans and specifications. Cost of said backfill to be included in the
 linear foot cost of culverts.

 3.7 Connections of new storm drains to existing and proposed drainage
 structures shall be provided as shown on the plans. The cost for this work
 shall be included in the linear foot cost of the pipe being connected.

 3.8 Where culverts cross existing asphalt or concrete pavement, Contractor
 shall carefully saw-cut pavement over a sufficient width and as necessary
 to place new pipe, backfill around pipe per these specifications, and replace
 pavement to existing thickness with same type and replace base course, if
 necessary. The cost of this work shall be included in the linear foot cost of
 the pipe being placed. There shall be no separate payment for said work.

4.0 METHOD OF MEASUREMENT

 4.1 Storm drain culverts will be measured as indicated on the drawings and
 shall be determined in linear feet by multiplying the number of commercial
 lengths necessary and used to provide the specified lengths by the nominal
 laying length per pipe section.

END OF SECTION
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DIVISION 2 - SITEWORK

SECTION 02452 - SIGNAGE

1.0 SCOPE OF WORK

 1.1 This work shall consist of all labor, materials, equipment, tools, and
 services for furnishing and placing traffic signs, in reasonably close
 conformity with these specifications and the details shown on the plans or
 established.

2.0 MATERIALS

 2.1 Traffic Control Signs.

 2.1.1 “Handicapped Parking” signs and code required traffic control shall
 be standard traffic control type signs and shall be manufactured by
 Traffic Parking and Control Company, Inc., 136 North 120th Street,
 Wauwatose, WI 53226, or a similar firm specializing in this type of
 commercial sign.

 2.1.2 Handicapped parking sign shall read “Reserved Parking,” and
 contain an identifying handicapped symbol. Sign shall be 12” x 18”
 x 0.80 aluminum with baked enamel finish. Sign shall have white
 lettering and symbol on blue background.

 2.1.3 Traffic control signs, (stop signs, directional turn signs, etc.) shall
 conform to local code and state highway department standards and
 regulations.

3.0 EXECUTION

 3.1 All signs shall be installed per the plans and the details within the plans.

 3.2 Sign poles shall be erected plumb in their foundations and shall be
 installed to the proper height above grade.

 3.3 Contractor shall always coordinate final sign placement with Engineer and
 the local governing entity. Where there is any discrepancy between
 Engineer and a governmental entity regarding final sign placement, that
 governmental entity shall have jurisdiction.




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 3.4 Payment for a sign shall always include the installed sign, including
 foundation, pole, fasteners, sign face, any painting (if required), bollards (if
 required) and disruption to existing vegetation or pavement, if already in
 place.

END OF SECTION




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DIVISION 2 - SITEWORK

SECTION 02485 - GRASS ESTABLISHMENT

1.0 SCOPE OF WORK

 1.1 This work shall consist of ground preparation, fertilizing, seeding and
 mulching to establish a permanent ground cover of grass in locations
 shown on the drawings and as designated in the drawings.

2.0 MATERIALS

 2.1 Seed shall conform to an in-season mixture meeting the requirements of
 Section 214, Local State Highway Department or Department of
 Transportation Standard Specifications for Road and Bridge Construction,
 latest edition.

 2.2 Fertilizer-Conform to requirements of Section 212, Local State Highway
 Department or Department of Transportation Standard Specifications for
 Road and Bridge Construction, latest edition.

 2.3 Mulch-Conform to Section 215, Local State Highway Department or
 Department of Transportation Standard Specifications for Road and
 Bridge Construction, latest edition.

3.0 CONSTRUCTION REQUIREMENTS

 3.1 Ground preparation and application of fertilizer shall conform to the
 construction requirements of Section 212, Local State Highway
 Department or Department of Transportation Standard Specifications for
 Road and Bridge Construction, latest edition.

 3.2 Seeding shall conform to the construction requirements of Section 214,
 Local State Highway Department or Department of Transportation
 Standard Specifications for Road and Bridge Construction, latest edition.

 3.3 Mulching shall conform to the construction requirements of Section 215,
 Local State Highway Department or Department of Transportation
 Standard Specifications for Road and Bridge Construction, latest edition.




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4.0 METHOD OF MEASUREMENT

 4.1 Plant establishment, including ground preparation, fertilizing, seeding and
 mulching, complete with satisfactory growth and coverage, will be
 measured by the acre.

END OF SECTION




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DIVISION 2 – SITEWORK

SECTION 02525 - CURB AND SIDEWALKS

1.0 GENERAL

 1.1 Section Includes

 1.1.1 Combination concrete curb and gutter

 1.1.2 Concrete Curb

 1.1.3 Concrete Flume

 1.1.4 Concrete Sidewalk

 1.2 Related Sections

 1.2.1 Section 02100—Site Preparation

 1.2.2 Section 02584—Parking Lot and Roadway Marking

 1.2.3 Section 03300—Cast-in-place Concrete (See Architectural/Building
 Specifications)

 1.2.4 State Highway Department Standard Specifications

 1.2.5 Construction Documents

 1.3 References

 1.3.1 ACI 304—Recommended Practice for Measuring, Mixing,
 Transporting and Placing Concrete

 1.3.2 ANSI/ASTM D1751—Preformed Expansion Joint Fillers for Concrete
 Paving and Structural construction

 1.3.3 ANSI/ASTM D1752—Preformed Sponge Rubber and Cork
 Expansion Joint Fillers for Concrete Paving and Structural
 Construction

 1.3.4 ASTM C33—Concrete Aggregates

 1.3.5 ASTM C94—Ready Mix Concrete

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 1.3.6 ASTM C150—Portland Cement

 1.3.7 ASTM C260—Air-Entraining Admixtures for Concrete

 1.3.8 ASTM C309—Liquid Membrane-Forming Compounds for Curing
 Concrete

 1.3.9 ASTM C494—Chemical Admixtures for Concrete

 1.3.10 FS TT-C-800—Curing Compound, Concrete, for New and Existing
 Surfaces


 1.4 Performance Requirements

 1.4.1 Contractor shall maintain access for vehicular and pedestrian traffic
 as required for other construction activities. Utilize temporary
 striping, flagmen, barricades, warning signs, and warning lights as
 required.

2.0 PRODUCTS

 2.1 Materials

 2.1.1 Forms: Steel, wood, or other suitable material of size and strength
 to resist movement during concrete placement and to retain
 horizontal and vertical alignment until removal. Use straight forms,
 free of distortion and defects. Use flexible spring steel forms or
 laminated boards to form radius bends as required. The forms shall
 be of a depth equal to the depth of curbing or sidewalk, and so
 designed as to permit secure fastening together at the tops. Coat
 forms with nonstaining type coating that will not discolor or deface
 surface of concrete.

 2.1.2 Concrete Materials: Comply with requirements of applicable Division
 3 sections for concrete materials, admixtures, bonding materials,
 curing materials, and others as required.

 2.1.3 Joint Fillers: Resilient premolded bituminous impregnated fiberboard
 units complying with ASTM D 1751 FS HH-F-341, Type II, Class A;
 or AASHTO M 153, Type I.




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 2.1.4 Joint Sealers: Non-priming, pourable, self-leveling polyurethane.
 Acceptable sealants are Sonneborn "Sonolastic Paving Joint
 Sealant" Sonneborn "Sonomeric CT 1 Sealant", Sonneborn
 "Sonomeric CT 2 Sealant", Mameco "Vulken 45", or Woodmont
 Products "Chem-Caulk".

 2.2 Mix Design and Testing

 2.3 Concrete mix design and testing shall comply with requirements of applicable
 Section 03300.

 2.4 Design mix to produce normal weight concrete consisting of Portland cement,
 aggregate, water-reducing admixture, air-entraining admixture, and water
 to produce the following properties:

 2.4.1 Compressive Strength: 3,000 psi, minimum at 28 days, unless
 otherwise indicated on the Drawings

 2.4.2 Slump Range: 3"-5" for normal concrete

 2.4.3 Air Entrainment: 5% to 8%.

3.0 EXECUTION

 3.1 Preparation

 3.1.1 Proof-roll prepared base material surface to check for unstable
 areas. The paving work shall begin after any unsuitable areas have
 been corrected and are ready to receive paving. Compaction testing
 for the base material shall be completed prior to the placement of the
 paving.

 3.1.2 Surface Preparation: Remove loose material from compacted base
 material surface to produce a firm, smooth surface immediately
 before placing concrete.

 3.2 Installation

 3.2.1 Form Construction

 A) Set forms to required grades and lines, rigidly braced and
 secured.


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 B) Install sufficient quantity of forms to allow continuance of work
 and so that forms remain in place a minimum of 24 hours after
 concrete placement.

 C) Check completed formwork for grade and alignment to
 following tolerances:
 Top of forms not more than 1/8-inch in 10 feet-0 inches.
 Vertical face on longitudinal axis, not more than ¼ feet in 10
 feet-0 inches.

 a) Clean forms after each use, and coat with form release
 agent as often as required to ensure separation from
 concrete without damage.

 3.3 Concrete Placement

 3.3.1 Comply with requirements of Section 03300.

 3.3.2 Do not place concrete until base material and forms have been
 checked for line and grade. Moisten base material if required to
 provide uniform dampened condition at time concrete is placed.
 Concrete shall not be placed around manholes or other structures
 until they are at the required finish elevation and alignment.


 3.3.3 Place concrete using methods which prevent segregation of mix.
 Consolidate concrete along face of forms and adjacent to transverse
 joints with internal vibrator. Keep vibrator away from joint
 assemblies, reinforcement, or side forms. Consolidate with care to
 prevent dislocation of dowels, and joint devices.

 3.3.4 Deposit and spread concrete in continuous operation between
 transverse joints, as far as possible. If interrupted for more than 1/2
 hours, place construction joint. Automatic machine may be used for
 curb and gutter placement at Contractor's option. Machine
 placement must produce curbs and gutters to required cross section,
 lines, grades, finish, and jointing as specified for formed concrete. If
 results are not acceptable, remove and replace with formed concrete
 as specified.




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 3.3.5 Concrete curb and curb and gutter may be constructed by the use
 of a curb forming machine. Such a machine shall conform to (a),
 (b), and (e) of 609.03.03.2, and in addition, its continued use shall
 be contingent upon it producing curb with the specified section, line,
 and grade. If these conditions cannot be met, construction shall be
 by conventional methods.

 3.4 Joint Construction

 3.4.1 Contraction Joints: If joints are specified, the curb or gutter shall be
 constructed in uniform sections of the length specified on the plans.
 The joints between sections shall be formed either by steel templates
 1/8 inch in thickness, of a length equal to the width of the gutter or
 curb, and with a depth which will penetrate at least 2 inches below
 the surface of the curb and gutter; or with 3/4-inch thick preformed
 expansion joint filler cut to the exact cross section of the curb or
 gutter; or by sawing to a depth of at least 2 inches while the concrete
 is between 4 to 24 hours old. If steel templates are used, they shall
 be left in place until the concrete has set sufficiently to hold its shape,
 but shall be removed while the forms are still in place.

 3.4.2 Longitudinal Construction Joints. Concrete curb, concrete gutter,
 combination concrete curb and gutter, where specified on the plans,
 shall be tied to concrete pavement with 1/2 inch round, reinforcement
 bars of the length and spacing shown on the plans.

 3.4.3 Transverse Expansion Joints. Transverse expansion joint in curb,
 curb and gutter, gutter or sidewalk shall have the filler cut to the exact
 cross section of the curb, curb and gutter, gutter or sidewalk. The
 joints shall be similar to the type of expansion joint used in the
 adjacent pavement.

 3.5 Joint Fillers.

 3.5.1 Extend joint fillers full-width and depth of joint, and not less than ½”
 or more than 1” below finished surface where joint sealer is indicated.
 If no joint sealer, place top of joint filler flush with finished concrete
 surface. Furnish joint fillers in one-piece lengths for full width being
 placed, wherever possible. Where more than one length is required,
 lace or clip joint filler sections together.



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 3.6 Concrete Finishing

 3.6.1 After striking off and consolidating concrete, smooth surface by
 screening and floating. Adjust floating to compact surface and
 produce uniform texture. After floating, test surface for trueness with
 10 -0 straightedge. Distribute concrete as required to remove
 surface irregularities, and refloat repaired areas to provide
 continuous smooth finish.

 3.6.2 Work edges of sidewalks, gutters, back top edge of integral curb, and
 formed joints with an edging tool, and round to 1/2" radius. Eliminate
 tool marks on concrete surface. After completion of floating and
 troweling when excess moisture or surface sheen has disappeared,
 complete surface finishing, as follows:

 A) Inclined Slab Surfaces: Provide coarse, nonslip finish by
 scoring surface with stiff-bristled broom perpendicular to line
 of traffic.

 B) Curbs, gutters, and walks: Broom finish by drawing fine-hair
 broom across surface perpendicular to line of traffic. Repeat
 operation as necessary to produce a fine line texture.

 3.7 Do not remove forms for 24 hours after concrete has been placed. After
 form removal, clean ends of joints and point up any minor honeycombed
 areas. Remove and place areas or sections with major defects, as directed.

 3.8 Protect and cure finished concrete paving using acceptable moist-curing
 methods, more particularly described in the "water-curing" section of ACI
 308-81.

4.0 BACKFILL

 4.1 After the concrete has set sufficiently, the spaces in front and back of the
 curb and gutter or sidewalk shall be refilled to the required elevation with
 suitable material which shall be compacted until firm and solid and neatly
 graded.

5.0 CLEANING AND ADJUSTING

 5.1 Sweep concrete pavement and wash free of stains, discolorations, dirt, and
 other foreign material just prior to final inspection.

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 5.2 Protect concrete from damage until acceptance of work. Exclude traffic
 from pavement for at least 14 days after placement. When construction
 traffic is permitted, maintain pavement as clean as possible by removing
 surface stains and spillage of materials.

END OF SECTION




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DIVISION 2 - SITEWORK

SECTION 02577 - PAVEMENT MARKING

1.0 SCOPE OF WORK

 1.1 This work shall consist of all labor, materials, equipment, tools, and
 services for furnishing and placing traffic paint on pavement surfaces in
 the form of traffic markings and legend, in reasonably close conformity
 with these specifications and the details shown on the plans or
 established.

2.0 MATERIALS

 2.1 Paint

 2.1.1 All paint for parking stalls and traffic control shall be Sherwin
 Williams “Pro-Mar” Traffic Marking Series B-29Y2 or approved
 equivalent.

3.0 CONSTRUCTION REQUIREMENTS

 3.1 Equipment

 3.1.2 All Markings shall be applied by approved mechanical equipment
 (with provisions for constant agitation of paint), traveling at
 controlled speeds, with one or more paint “guns” synchronized to
 begin and cut off paint flow automatically in case of specified skip
 lines, and subject to manual control in case of continuous lines of
 varying length. All painting equipment and operations shall be
 under the control of an experienced technician thoroughly familiar
 with equipment, materials and marking layouts.

 3.2 Preparation of Surface

 3.2.1 All pavement areas to be painted shall be thoroughly cleaned.
 Cleaning may be done by hand brooms, rotary brooms air blast,
 scrapers or whatever combination of equipment is necessary to
 clean the pavement thoroughly without damage to the surface.
 Particular care shall be taken to remove all vegetation, loose soil,
 and the like from the area to be painted, should it exist. Should
 other methods fail the surface shall be wetted with a water jet and
 scrubbed as necessary to dislodge all foreign material.


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 After washing, the surface shall be allowed to dry thoroughly and
 any film of dried mud apparent after surface drying shall be
 removed before application of paint. Striping shall follow as closely
 as practicable after the surface has been cleaned and dried, but no
 striping shall be done until the surface has been inspected and
 permission given to proceed. Compensation for preparing the
 surface shall be included in the contract unit prices bid for the
 several striping pay items.

 3.2.2 The contractor shall be responsible for laying out his own work. It
 shall also be the Contractor’s responsibility to preserve and apply
 markings in conformity with the construction plans.

 3.3 Application

 3.3.1 Uniformly painted markings of required length and width with true,
 sharp edges and ends shall be applied on properly curved,
 prepared and dried surfaces in conformity with the specifications
 and drawings. The length and width of lines shall conform within a
 tolerance of plus or minus three(3) inches and plus or minus one-
 eight (1/8) inch,respectively.

 3.3.2 The rate of application shall not be less than one (1) gallon
 of paint per each three hundred and thirty (330) linear feet of four
 (4) inch line applied.

 3.4 Contractor shall apply traffic marking paint as follows:

 3.4.1 Parking stalls (single-line layout) shall be marked in accordance
 with the typical pattern indicated on drawings. All stripes are to be
 4” minimum.

 3.4.2 Directional arrows at entrances and at ends of parking stalls shall
 be marked on pavement as shown on drawings.

 3.4.3 Paint all blue and white handicap symbols as shown on the
 drawings.

 3.4.4 Provide painted stop bar “STOP” legend as shown on the drawings.

 3.4.5 Contractor shall apply striping only under the proper weather
 conditions. No striping shall be applied when the ambient
 temperature is less than 50F.


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4.0 METHOD OF MEASUREMENT

 4.1 Traffic stripe completed in accordance with plans and specification
 requirements will be measured by the linear foot, from end-to-end of
 individual stripes as shown on the plans and in the proposal. In the case
 of skip lines the measurement shall include skip intervals as well as actual
 sections.

 4.2 The length used to measure stripes for the parking area will be the actual
 horizontal length computed along each line.

 4.3 Legend completed in accordance with the plans and specifications will be
 measured by the square foot. Areas of indicated letters and symbols are
 shown on the plans.

 4.4 Blue and white international handicap symbols will be measured per each.
 Locations for symbols are designated in the paving plan.

 4.5 The contract unit price bid on each type and color of striping shall be
 based on striping of a width of four (4) inches. When striping of a width
 other than four (4) inches is specified in the contract, or ordered, the
 measured length of striping shall be adjusted in the ratio of the specified or
 ordered width to four (4) inches.

END OF SECTION




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DIVISION TWO - SITEWORK

SECTION 02601 - MANHOLES

1.0 SCOPE

 1.0.1 Summary

 A) Scope

 a) CONTRACTOR shall furnish all labor, materials, equipment
 and incidentals necessary to provide all pre-cast sanitary
 sewer manholes and pump station wet-wells shown,
 specified and otherwise required to complete the Work.

 1.0.2 General

 A) Structures shall conform in shape, size, dimensions, material, and
 other respects to the details shown on the Drawings or as ordered
 by the ENGINEER.

 B) Metal frames, grates, covers, steps and similar required items shall
 be furnished as required.

 C) Inverts shall conform accurately to the size and elevation of the
 adjoining pipes. Side inverts shall be curved and main inverts, where
 direction changes, shall be laid out in smooth curves of the longest
 possible radius which is tangent to the centerlines of adjoining
 pipelines.

 1.0.3 Related Work Specified Elsewhere:

 A) Section 02200, Excavation and Backfill.

 B) Section 02221, Crushed Stone and Gravel.

 C) Section 05540, Castings.

 D) Section 15052, Buried Piping Installation.

 E) Section 15064, Concrete Pipe.

 F) Section 15068, Ductile Iron Pipe

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 1.0.4 Quality Assurance

 A) Reference Standards:

 a) ASTM C 139, Concrete Masonry Units for Construction of
 Catch Basins and Manholes.

 b) ASTM C 140, Sampling and Testing Concrete Masonry Units.

 c) ASTM C 207, Hydrated Lime for Masonry Purposes.

 d) ASTM C 478, Pre-cast Reinforced Concrete Manhole
 Sections.

 1.0.5 Submittals

 A) Samples: Submit for approval samples of gaskets and all
 accessories required for the manholes, if requested by ENGINEER.

 B) Shop Drawings:

 a) Submit for approval Shop Drawings of design and con-
 struction details of all pre-cast concrete manholes.

 b) Submit manufacturer's data on ceramic epoxy lining material,
 manhole steps, joint gasket, and flexible pipe gasket material
 if required.

 C) The CONTRACTOR shall submit an affidavit from the coating
 supplier that each manhole sections and special has been coated in
 accordance with this specification.

2.0 PRODUCTS

 2.2 Pre-cast Concrete Manholes

 2.2.1 Pre-cast manholes shall conform to the details shown. Manhole
 bases may be pre-cast unless cast-in-place is required by the
 Drawings.

 2.2.2 Except where otherwise specified, manhole sections shall conform
 to ASTM C 478.


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 2.2.3 Pre-cast manhole bases shall be of approved design and of sufficient
 strength to withstand the loads to be imposed upon them. An
 approved joint shall be provided to receive the pipe sections forming
 the barrel.


 2.2.4 Mark date of manufacture and name or trademark of manufacturer
 on inside of barrel.

 2.2.5 Unless a larger size is required by the Drawings or the Manhole
 Schedule below, the barrel of pre-cast manholes shall be
 constructed of 48-inch diameter standard reinforced concrete
 manhole sections. The barrel shall be constructed of various lengths
 of pipe in combination to provide the correct height with the fewest
 joints. Wall sections shall not be less than five inches thick. For 72-
 inch and larger manholes, a transition slab, as shown on the Contract
 Drawings, is required for manholes greater than 12 feet deep.

 2.2.6 Joints shall be preformed mastic joint compound or rubber and
 concrete using O-ring gaskets conforming with ASTM C-443. For
 rubber ring joints, the base of the bell shall be buttered with 1 to 2
 cement mortar to provide a uniform bearing for the spigot of the
 entering pipe.

 A) A pre-cast or cast-in-place slab or pre-cast eccentric cone, as
 shown or approved, shall be provided at the top of the
 manhole barrel to receive the cast iron frame and cover. The
 slab or cone shall be of acceptable design and of sufficient
 strength to safely support an H-20 loading. Concrete slabs
 shall be not less than 8 inches thick.

 B) Manhole sections shall contain manhole steps, uniformly
 spaced, 12 inches minimum, 16 inches maximum on centers,
 accurately positioned and embedded in the concrete.
 Manhole steps shall be cast iron, ASTM A-48, Class 30, or
 12” wide 3/8” steel reinforcing rod encapsulated in a
 Copolymer Polypropylene Plastic similar to M. A. Plastic Step
 as manufactured by M. A. Industries, Inc., Peachtree City,
 Georgia, integrally cast with pre-cast riser and cone sections.




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 C) Epoxy Lining:

 a) All manhole sections shall be lined with an approved
 ceramic epoxy coating.

 b) Surface preparation:

 1) Solvent cleaned using guidelines of SSPC-1
 solvent cleaning.

 2) Abrasive blasted using compressed air nozzles
 with sand or grit media

 3) All concrete surfaces receiving a ceramic
 epoxy coating shall contain no greater than 10
 percent moisture as determined by
 measurement with a suitable moisture meter.

 c) Ceramic epoxy coating shall be applied in strict
 accordance with manufacturer's requirements.

 d) Epoxy coating shall be applied at the concrete casting
 facility unless approved by the ENGINEER. No pipe,
 fittings or specials sections shall be coated until coating
 system is approved by the ENGINEER.

 e) Field touch-up and repair shall be preformed in strict
 accordance with manufacturers requirements.

 f) Thickness:

 1) 40 dry mils on pipe barrel.

 2) 10 dry mils on pipe's joint areas.

 3) Shall be applied with a centrifugal lance
 applicator.

 g) Number of Coats:

 1) As recommended by ceramic epoxy supplier.




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 h) Product and Manufacturer:

 1) Protecto 401 by Vulcan Painters.

 2) Permite 9043, Type II glass filled epoxy by
 Permite Corporation.

 3) Or equal.

 i) Bituminous Waterproofing

 1) The exterior of all pre-cast manhole sections,
 slabs and adjusting rings shall be coated with a
 bitumastic waterproofing.

 2) Surface Preparation:

 a. Solvent-cleaned using guidelines of
 SSPC-1 solvent cleaning.


 b. Abrasive-blasted using compressed air
 nozzles with sand or grit media.

 c. All concrete surfaces receiving a
 bitumastic waterproofing shall contain no
 greater than 10 percent moisture as
 determined by measurement with a
 suitable moisture meter.


 j) Bitumastic waterproofing shall be applied in strict
 accordance with manufacturer's requirements.

 k) Bitumastic waterproofing shall be applied at the
 concrete casting facility unless approved by the
 ENGINEER. No pipe, fittings or specials sections shall
 be shipped until coating is approved by the
 ENGINEER.

 l) Field touch-up and repair shall be preformed in strict
 accordance with manufacturers requirements

 m) Thickness: As recommended by manufacturer.

 n) Number of Coats: As recommended by manufacturer.


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 o) Product and Manufacturer:

 1) CB-42 by International Oil Company.

 2) 47-BX-4 Coal Tar Solution by BLP Mobile
 Paints.

 3) Or equal.

 2.3 Miscellaneous Metals

 2.3.1 Manhole frame and cover sets - conform to ASTM A-48, Class 30.
 The bearing surfaces of the frames and covers shall be machined
 and the cover shall seat firmly into the frame without rocking. Frames
 and covers shall be painted or dipped in a commercial quality
 asphaltum paint. Manhole frame and cover shall be 400 pound
 minimum weight. Cover shall read “SEWER”. Frame shall provide
 a (minimum) inside dimension of 24 inches.

 2.4 Drop Inlet Connections

 2.4.1 Drop inlet connections for manholes shall be constructed where a
 drop of two feet or greater is encountered between the inlet invert
 and invert of the manhole. The drop inlet shall conform to the design
 and details provided by the ENGINEER. Pipe and fittings shall be
 cast or ductile iron, or reinforced concrete as shown or otherwise
 approved. Concrete shall be bonded to manhole in a manner shown
 or otherwise approved by ENGINEER.

 2.5 Flexible Connectors

 2.5.1 Flexible connections complying with ASTM C923 shall be employed
 in the connection of each sewer pipe with outside diameter less than
 59 inches to pre-cast manholes.

 2.5.2 Connector will consist of rubber EPDM and elastomers designed to
 resist ozone, acids, alkalis, oils and petroleum products.

 2.5.3 Banding mechanism shall be totally non-magnetic 304 stainless steel
 and torqued for 60-70 inch/lbs.

 2.5.4 Manufacturer:

 A) Kor-N-Seal.

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 B) Press Seal Gasket Corporation

 C) Or equal.

 2.6 Manhole Waterstops

 2.6.1 Elastomeric PVC manhole waterstops shall be employed in the
 connection of each sewer pipe with outside diameter greater than 59
 inches to pre-cast manholes.

 2.6.2 Waterstop will consist of elastomeric PVC designed to resist ozone,
 acids, alkalis, oils and petroleum products.

 2.6.3 Banding mechanism shall be totally non-magnetic stainless steel,
 torqued for 60 inch/lbs, and furnished with a waterstop.

 2.6.4 Installation:

 A) Slide waterstop over clean end of entrance pipe.

 B) Position waterstop on centerline of manhole wall.

 C) Tighten the stainless steel band to required torque.

 D) Use waterplug around the waterstop to close the opening in
 the manhole

 2.6.5 Manufacturer

 A) Fernco, Inc.

 B) DFW Plastics, Inc.

 C) Or equal.

3.0 EXECUTION

 3.1 Laying Masonry

 3.1.1 Each grading ring shall be laid in a full bed of mortar and shall be
 thoroughly bonded




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 3.2 Plastering

 3.2.1 The outside of grading rings shall be neatly plastered with 1/2 inch
 of cement mortar as the Work progresses.

 3.3 Manhole Bases

 3.3.1 Pre-cast bases shall be set on a concrete foundation or compacted
 granular material as shown. Pre-cast bases shall be set at the proper
 grade and carefully leveled and aligned.

 3.4 Pre-cast Manhole Sections

 3.4.1 Set sections vertical with steps and sections in true alignment.

 3.4.2 Install sections, joints and gaskets in accordance with manufacturers
 recommendations.

 3.4.3 Lifting holes shall be sealed tight with a solid rubber plug driven into
 hole and the remaining void filled with 1 to 2 cement-sand mortar.

 3.5 Manhole Channels

 3.5.1 For straight through flow, channels shall be formed from pipe laid
 through the manholes. A bench of concrete shall be built up to the
 2/3 point of the vertical sewer diameter before the top of the sewer
 pipe is broken out.

 3.5.2 Where side channels and curved sections occur, the channels within
 the manholes shall be formed of concrete and shall be given a hard
 trowel finish.

 3.6 Grading Rings

 3.6.1 Grading rings shall be used for all pre-cast manholes where required.
 Stacks shall be a maximum of 12 inches in height, constructed on
 the roof slab or cone section on which the manhole frame and cover
 shall be placed. The height of the stack shall be such as is necessary
 to bring the manhole frame to the proper grade.



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 3.7 Grading at Manholes

 3.7.1 All manholes in unpaved areas shall be built as shown or directed to
 an elevation higher than the surrounding ground.

 3.7.2 The ground surface shall be graded to drain away from the manhole.
 Fill shall be placed around them to the level shown on the plans, and
 the surface evenly graded on a 1 to 5 slope to the existing
 surrounding ground unless otherwise shown. The slope shall be
 covered with 4-inches of top soil, seeded and maintained until a
 satisfactory growth of grass is obtained.

 3.8 Manhole Watertightness

 3.8.1 All manholes shall be free of visible leakage. Each manhole shall be
 tested for leaks and inspected, and all leaks shall be repaired in a
 manner subject to ENGINEER'S approval.

 3.9 Flexible Pipe Connector and Waterstop at Manhole Base

 3.9.1 An approved flexible connector or waterstop shall be provided
 between each pipe entering and exiting manhole. The joint into the
 manhole base shall be completely watertight.

END OF SECTION




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DIVISION 2 – SITEWORK

SECTION 02713 - WATER DISTRIBUTION SYSTEMS

1.0 GENERAL

 1.1 Summary

 1.1.1 Furnish labor, materials, services, equipment, and other necessary
 items required for accompanying the construction of the water
 distribution systems. This shall include, but not be limited to the
 following: pipe and fittings for site water line including domestic
 water line and fire water line, valves and fire hydrants, set lines,
 elevations, and grades for water distribution systems work and
 control system for duration of work including careful maintenance of
 benchmarks, property corners, monuments, or other reference
 points.

 1.2 Related Sections

 1.2.1 Section 02222—Excavating, Backfill and Compacting for Utilities

 1.2.2 Local Governing Authority and Code Requirements

 1.2.3 All Necessary Construction Permits

 1.3 References

 1.3.1 AASHTO T180—Moisture-Density Relations of Soils Using a 10-lb
 (4.54 kg) Rammer and an 18-in. (457 mm) Drop

 1.3.2 ANSI/ASME B16.18—Cast Copper Alloy Solder Joint Pressure
 Fittings

 1.3.3 ANSI/ASME B16.22—Wrought Copper and Copper Alloy Solder
 Joint Pressure Fittings

 1.3.4 ANSI/ASTM D1557—Test Methods for Moisture-Density Relations
 of Soils and Soil-Aggregate Mixtures Using 10 lb (4.54 Kg) Rammer
 and 18 inch (457 mm) Drop

 1.3.5 ANSI/ASTM D2466—Poly (Vinyl Chloride) (PVC) Plastic Pipe
 Fittings, Schedule 40

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 1.3.6 ANSI/AWS A5.8—Brazing Filler Metal

 1.3.7 ANSI/AWWA C104—Cement-Mortar Lining for Ductile-Iron Pipe and
 Fittings for Water

 1.3.8 ANSI/AWWA C105—Polyethylene Encasement for Ductile Iron
 Piping for Water and Other liquids

 1.3.9 ANSI/AWWA C11—Rubber-Gasket Joints for Ductile Iron and
 Grey-Iron Pressure Pipe and Fittings

 1.3.10 ANSI/AWWA C151—Ductile-Iron Pipe, Centrifugally Cast in Metal
 Molds or Sand-Lined Molds, for Water or Other Liquids

 1.3.11 ANSI/AWWA C500—Gate Valves, 3 through 48 in NPS, for Water
 and Sewage Systems

 1.3.12 ANSI/AWWA C502—Dry Barrel Fire Hydrants

 1.3.13 ANSI/AWWA C504—Rubber Seated Butterfly Valves

 1.3.14 ANSI/AWWA C508—Swing-Check Valves for Waterworks Service,
 2 in through 24 in NPS

 1.3.15 ANSI/AWWA C509—Resilient Seated Gate Valves 3 in through 12
 in NPS, for Water and Sewage Systems

 1.3.16 ANSI/AWWA C600—Installation of Ductile-Iron Water Mains and
 Appurtenances

 1.3.17 ANSI/AWWA C606—Grooved and Shouldered Type Joints.

 1.3.18 ANSI/AWWA C900—Standard for Polyvinyl Chloride (PVC)
 Pressure Pipe, 4 inch through 12 inch, for Water

 1.3.19 ASTM B88—Seamless Copper water Tube

 1.3.20 ASTM D1785—Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules
 40, 80, and 120

 1.3.21 ASTM D2241—Poly (Vinyl Chloride) (PVC) Plastic Pipe(SDR-PR)

 1.3.22 ASTM D2855—Making Solvent-Cemented Joints with Poly (Vinyl
 Chloride) (PVC) Pipe and Fittings

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 1.3.23 ASTM D2922—Test Methods for Density of Soil and Soil- Aggregate
 in Place by Nuclear Methods (Shallow Depth)

 1.3.24 ASTM D3017—Test Methods for Moisture Content of Soil and
 Soil-Aggregate Mixtures

 1.3.25 ASTM D3139—Joints for Plastic Pressure Pipes using Flexible
 Elastomeric Seals

 1.3.26 ASTM D3035—Polyethylene (PE) Plastic Pipe (SDR-PR) Based on
 Controlled Outside Diameter

 1.3.27 AWWA C901—Polyethylene (PE) Pressure Pipe, Tubing, and
 Fittings, 1/2 inch through 3 inch, for water

 1.3.28 UL 246—Hydrants for Fire - Protection Service

 1.4 Submittals

 1.4.1 Product Data: Provide data on pipe materials, pipe fittings, hydrants,
 valves and accessories.

 1.4.2 Manufacturer's Certificate: Certify that products meet or exceed
 state or local requirements.

 1.5 Project Record Documents

 1.5.1 Accurately record actual locations of piping mains, valves, connections, and
 invert elevations.

 1.5.2 Identify and describe unexpected variations to subsoil conditions or
 discovery of uncharted utilities.

1.6 Quality Assurance

 1. Perform work in accordance with utility company and/or municipality
 requirements.

 2. Valves: Manufacturer's name and pressure rating marked on valve body.




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2.0 PRODUCTS

 2.1 Pipe

 2.1.1 Pipe sizes less than 3” that are installed below grade and outside
 buildings shall comply with one or combination of following:

 A) Seamless Copper Tubing: Type "K" roll -form to comply with
 ASTM B 88-62 and installed with wrought copper (95-5 Tin
 Antimony solder joint) fittings in accordance with ASTM
 B16.22.

 B) Polyvinyl Chloride (PVC) Water Pipe: AWWA Standard C900,
 Class 150, DR 18, NSF approved, with outside diameters
 same as cast iron. Use metallic tape or 12 gauge copper wire
 buried in the backfill approximately 12 inches (12”) above the
 pipe, fittings per ANSI A-21.10.

 2.1.2 Pipe sizes 3” and larger that are installed below grade and outside
 building shall comply with one of the following:

 2.1.3 Ductile Iron Water Pipe: In accordance with ANSI A21.51, Fittings
 shall be either mechanical joint or push-on joint complying with ANSI
 A21.10 or ANSI 21.11 (AWWA C-151) (CLASS 52), and cement
 mortar lined in accordance with ANSI -24.4 and/or coal tar coated
 with EPA approval.

 2.1.4 Polyvinyl Chloride (PVC) Water Pipe: Pipe shall meet the
 requirements of AWWA C-900, rated DR 18 (Class 150). Pipe shall
 be continually marked as for smaller pipes with NSF seal. Pipe joints
 shall be integrally molded bell ends in accordance with AWWA C-
 900 with factory supplied elastomeric gaskets and lubricant. Use
 metallic tape or 12 gauge copper wire buried in backfill approximately
 (12") above pipe.

 2.2 Gate Valves — 2 Inches and over

 2.2.1 Manufacturers:

 A) Mueller Resilient Seat Gate Valves or approved equal




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 2.2.2 Valves shall be resilient seat “O” ring type, complying with AWWA
 C500. Valves shall be Mueller or approved equal. Valves shall have
 a non-rising stem. Valve ends shall be MJ or Flanged, as appropriate
 for each connection, for use with AWA C-900 PVC pipes.
 ANSI/AWWA C509, Iron body, bronze mounted double disc, parallel
 seat type, non-rising stem with square nut, single wedge, resilient
 seat, flanged or mechanical joint ends, control rod, post indicator
 where indicated on plans, extension box and valve key.

 2.3 Ball Valves — up to 2 Inches

 2.3.1 Manufacturers:

 A) Mueller Oriseal or approved equal

 2.3.2 Brass body, teflon coated brass ball, rubber seats and stem seals,
 Tee stem pre-drilled for control rod, AWWA compression inlet end,
 compression outlet with electrical ground connector, with control rod,
 extension box and valve key

 2.4 Butterfly Valves - from 2 Inches to 24 Inches

 2.4.1 ANSI/AWWA C504, iron body, bronze disc, resilient replaceable
 seat, water or lug ends, infinite position lever handle.

 2.5 Hydrant

 2.5.1 Hydrant: Type as required by utility company and as shown on plans.

 2.5.2 Hydrant Extensions: Fabricate in multiples of 6 inches with rod and
 coupling to increase barrel length.

 2.5.3 Hose and Steamer Connection: Match sizes with utility company,
 two hose nozzles, one pumper nozzle.

 2.5.4 Finish: Primer and two coats of enamel or special coating to color
 as required by utility company.




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 2.6 Accessories

 2.6.1 Concrete for Thrust Blocks: Place thrust blocking consisting of 2,500
 psi concrete to provide sufficient bearing area to transmit unbalanced
 thrust from bends, tees, caps, or plugs to undisturbed soil without
 loading undisturbed soil in excess of 2,500 lbs/sq ft when water main
 pressure is 100 psi. Where thrust blocks are impractical, tie-rods,
 3/4” diameter, may be used in lieu thereof as follows: 14” dia. - 4
 rods: 12” dia. or less 2-rods. Approved retainer glands to be used
 on each side of all gate valves feeding fire hydrants and one at tee
 and fire hydrant.

 2.6.2

 MINIMUM THRUST BLOCKING BEARING AREAS
 Pipe Tees 90 Bend 45 Bend 22 Bend
 Diameter Sq.Ft. Sq.Ft. Sq.Ft.  Sq.Ft.
 4 1.0 1.0 1.0 1.0
 6 1.5 2.0 1.0 1.0
 8 2.5 3.5 1.8 1.0
 10 4.0 5.5 2.8 1.5
 12 6.0 8.0 4.0 2.0
 14 8.0 11.0 5.5 3.0
 16 10.0 14.2 7.0 4.0

 2.6.3 Water service piping shall be as per the details. Fittings shall be
 wrought copper. Provide dielectric fittings between copper and iron,
 joints shall be soldered.

 2.6.4 Joint restraints, Ebaa Series 1100 HV, as manufactured by Ebaa
 Iron, Inc., P.O. Box 857 Eastland, Texas 76448, (817) 629-1737, or
 approved equal.

 2.6.5 Plugs: mechanical joint.

 2.6.6 Fittings: Cast Iron - mechanical joint.



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3.0 EXECUTION

 3.1 Excavation

 3.1.1 Trenches shall be excavated to the minimum width sufficient to
 allow for the proper bedding of the pipe; however, the maximum
 allowable trench width at the ground surface shall not exceed the
 outside diameter of the pipe two feet or 3’ - 0” total, whichever is
 greater. Include cost of excavation with this item.

 3.2 Bedding

 3.2.1 When the native material encountered in the trench bottom consists
 of a soil unsuitable for receiving the bedding for the pipe, the
 Engineer may authorize the Contractor to over-dig to a depth as
 specified in the drawings and replace with a suitable backfill
 material. Suitable backfill material authorized by the Engineer will
 be paid for separately: however, should over-digging occur without
 Engineer’s authorization, the Contractor shall fill the area of over-
 excavation with acceptable sub-bedding, thoroughly compacted, at
 Contractor’s expense.

 3.2.2 Trenches shall be dry when the trench bottom is prepared. A
 continuous trough shall be prepared or excavated to receive the
 bottom quadrant of the pipe barrel. In addition, bell holes shall be
 excavated so that after placement, only the barrel of the pipe
 receives bearing pressure for the trench bottom.

 3.2.3 Preparation of the trench bottom and placement of the pipe shall be
 carefully made so that when in final position, the pipe is true to line
 and grade.

 3.2.4 Select backfill shall be used to support the pipe, and shall be
 placed in the trench bottom to the depths prescribed and a trough
 as described in the drawings shall be formed to uniformly support
 the bottom quadrant of the pipe barrel.

 3.3 Laying Pipe

 3.3.1 Pipe shall be protected during handling against impact shocks and
 free fall. Pipe shall be kept clean at all times, and no pipe shall be
 used in the work that does not conform to the appropriate
 specifications.


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 3.3.2 Pipe shall be laid accurately, to the line and grade as designated on
 the job plans. Preparatory to making pipe joints all surfaces of the
 portions of the pipe to be jointed shall be clean and dry. Lubricants,
 primers, adhesives, etc. shall be used as recommended by the pipe
 or joint manufacturer. The jointing materials shall then be placed,
 fitted, joined and adjusted in such a workmanlike manner as to
 obtain the degree of water-tightness required. Trenches shall be
 kept water-free and as dry as possible during bedding, laying, and
 jointing and for as long a period as required. As soon as possible
 after the joint is made, sufficient backfill material shall be placed
 along each side of the pipe to offset conditions that might tend to
 move the pipe off line and grade.

 3.3.3 Water pipe shall be buried so that the top of the pipe is
 approximately 30 inches below the finished surface unless
 additional depth is necessary to avoid conflict with other utilities or
 structures.

 3.3.4 Contractor shall not exceed maximum permissible deflections in
 laying pipe as recommended by manufacturer.

 3.3.5 Joint restraints shall be installed at all fittings. Joint restraints will
 require the use of mechanical joint pipe or mechanical joint fittings
 where restraint is required.

 3.3.6 Backfill for water pipe may proceed immediately after pipe is
 bedded and select backfill has been tamped 1’-0” above top of
 pipe. See detail drawings.

 3.3.7 The ground surface that has been affected by the Contractors
 operations shall be dressed to a smooth and uniform surface
 reasonably close to the original surface and sloped to encourage
 drainage.

 3.3.8 All PVC pipe installations require that detector tape or 12 gauge
 copper wire be buried in the backfill approximately 12 inches above
 the pipe.

 3.4 Installation — Pipe

 3.4.1 Maintain separation of water main from sanitary and storm sewer
 piping in accordance with state or local code.

 3.4.2 Install pipe to indicated elevation to within tolerance of 1 inch.
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 3.4.3 Install ductile iron piping and fittings to ANSI/AWWA C600.

 3.4.4 Route pipe in straight line.

 3.4.5 Install pipe to allow for expansion and contraction without stressing
 pipe or joints.

 3.4.6 Install access fittings to permit disinfection of water system
 performed under this Section.

 3.4.7 Slope water pipe and position drain at low points.

 3.4.8 Connections with Existing Pipelines: Where connections are made
 between new work and existing piping, make connection using
 suitable fittings for conditions encountered. Make each connection
 with existing pipe at time and under conditions which least interfere
 with operation of existing pipeline.

 3.4.9 Form and place concrete for thrust blocks at each elbow or change
 of direction of pipe main.

 3.4.10 Establish elevations of buried piping to ensure not less than 36 in.
 of cover over the top of pipe: In northern climates, establish
 elevations of buried piping to ensure 6 inches between top of pipe
 and frost line.

 3.4.11 Backfill trench in accordance with Section 02222.

 3.4.12 Sewers must maintain a minimum horizontal distance of 10 feet
 from all water mains and the sewer must be laid at such an
 elevation that the top of the sewer is at least 18 inches below the
 bottom of the water main. If a situation arises such that either of
 these distances must be less than that specified, the Engineer must
 be notified so that each variant can be dealt with on a case by case
 basis.

 3.4.13 When pipe laying ceases for any reason the open ends of the pipe
 will be capped or plugged to prevent the entrance of any unwanted
 materials.




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 3.5 Installation — Valves and Hydrants

 3.5.1 Install gate valves as indicated on Drawings and supported on
 concrete pads with valve stem vertical and plumb. Install valve
 boxes in a manner that will not transmit loads, stress, or shock to
 valve body. Center valve box over operating nut of valve vertical and
 plumb. Securely fit valve box together leaving cover flush with
 finished surface.

 3.5.2 Set hydrants plumb and locate pumper nozzle perpendicular to
 roadway.

 3.5.3 Install fire hydrant assemblies as indicated on Drawings in vertical
 and plum position with steamer nozzle pointed toward building
 unless otherwise directed by local authorities. Support hydrant
 assembly on concrete pad and firmly braced on side opposite inlet
 pipe against undisturbed soil and concrete blocking. Place minimum
 of 6 cu. ft. of crushed stone or gravel around hydrant base and barrel
 after thrust blocking has cured at least 24 hours. Exercise care when
 backfilling and compacting so proper vertical position will not be
 altered.


 3.6 Disinfection of Domestic Water Piping System

 3.6.1 Sterilize distribution system with chlorine before acceptance for
 domestic operation. Amount of chlorine shall be such as to provide
 dosage of not less than 50 parts/million. Thoroughly flush lines
 before introduction of chlorinating materials and after contact period
 of not less than 24 hours, system shall be flushed with clean water
 until residual chlorine content is not greater than 1.0 part/million.
 Open and close valves in lines being sterilized several times during
 contact period.

 3.6.2 After disinfecting all water distribution lines, the Contractor shall
 arrange for samples to be taken on two consecutive days by a
 representative of the Mississippi State Dept. of Health, or the
 Registered Professional Engineer in charge of the Project, or the
 Certified Operator of the system from every dead-end line and
 every major looped line for bacteriological examination. Water
 being collected for testing shall not have chlorine residual higher
 than is normally maintained in other parts of the distribution system.
 No chlorine shall be present which a result of line disinfection is.


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 3.6.3 No coliform bacteria and no confluent growth indication shall
 constitute a satisfactory sample when analyzed by the Mississippi
 Department of Public Health Laboratory or a laboratory certified by
 the Mississippi State Department of Health.

 3.6.4 Contractor is to take every precaution to avoid contaminating the
 pipe and review his installation procedure with the Engineer to
 avoid any disinfection problems.

 3.7 Service Connections

 3.7.1 Provide water service to utility company requirements with reduced
 pressure backflow preventer if required and water meter with
 by-pass valves and sand strainer.

 3.8 Field Quality Control

 3.8.1 Test water distribution system pipe sized installed below grade and
 outside buildings in accordance with following procedures:

 **All pipe work shall be tested at the pressure and leakage tests equal to two (2)
 times the design working pressure of the pipe and maintain said pressure for not
 less than two hours. In accordance with AWWA C605-05 Section 7.3.5, hydrostatic
 test pressure shall not be less than 1.25 times the maximum anticipated sustained
 working pressure at the highest point along the test section for all PVC pipe, or as
 required by the local utility company, whichever is greater.

 **Furnish, install, and operate the necessary connections, pump, meter, and gauges.
 Leakage shall not exceed that permitted by AWWA Specifications C600-64 for
 mechanical joint and push-on joint pipe. Prior to running any field test, meter shall be
 tested, sealed, and approved by applicable governing authority at Contractor's
 expense.

**Locate and repair all leaks and repeat tests until test results are satisfactory and in
compliance with this section.

**Furnish copy of results of meter test and hydrostatic pressure test to Engineer in Charge
upon completion of water distribution backfilling operations.

END OF SECTION




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DIVISION TWO - SITEWORK

SECTION 02722 - SANITARY SEWER COLLECTION SYSTEM

1.0 SCOPE

 1.1 This work shall consist of all labor, materials, equipment, tools and services
 required for the furnishing, installing and testing of all gravity sewer pipe.

2.0 PRODUCTS

 2.1 Gravity Sewer Pipe

 2.1.1 Poly Vinyl Chloride (PVC) sewer pipe and fittings conforming to
 ASTM D-3034, SDR-26 elastomeric gasket joint shall be used for all
 sewer main.

 2.2 Select Backfill Borrow Material - Sandy Soil - USC Group SC, SM, SP or
 SW, free of large lumps, clods rock or other objectionable matter. When
 not available as native material in the trench, Select Backfill Material shall
 be delivered to the site and such material will be referred to as Select
 Backfill Borrow Material.

 2.3 Casing pipe - per the drawings, as applicable.

 2.4 Pre-cast concrete risers, cone sections and adjusting rings - conform to
 ASTM C-478.

 2.5 Riser joints - rubber gasket, conform to ASTM C-443 install per gasket
 manufacturer’s recommendation.

 2.6 All interior barrel and joint surface areas shall be prepared, coated, and
 cured as necessary to complete the installation of a coal tar epoxy liner in
 conformance with the U.S. Corps of Engineers Specification C-200.

 2.7 Manhole frame and cover sets - conform to ASTM A-48, Class 30. The
 bearing surfaces of the frames and covers shall be machined and the cover
 shall seat firmly into the frame without rocking. Frames and covers shall be
 painted or dipped in a commercial quality asphaltic paint. Manhole frame
 and cover shall be 400 pound minimum weight. Cover shall read “SEWER”.
 Frame shall provide a (minimum) inside dimension of 24 inches.


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 2.8 Manhole steps - cast iron, ASTM A-48, Class 30, or 12” wide 3/8” steel
 reinforcing rod encapsulated in a Copolymer Polypropylene Plastic similar
 to M. A. Plastic Step as manufactured by M. A. Industries, Inc., Peachtree
 City, Georgia, integrally cast with pre-cast riser and cone sections.

 2.9 Concrete (other than pre-cast) - conform to requirements for Class B
 Concrete, MSHD State Aid Specifications.

 2.10 Reinforcement - Grade 40 or grade 60 billet steel conforming to ASTM A-
 615.

 2.11 Entry pipe rubber seal - Kor-n-Seal as manufactured by the Kor-n-Seal
 Products and installed in the pre-cast manhole section at its place of
 manufacture. Resilient material shall meet or exceed ASTM C-923,
 stainless steel parts shall meet or exceed ASTM A-167.

 2.12 Approved by the Engineer, foundation material shall consist of select
 material free of large clumps, clods, large rocks, or other objectionable
 matter.

3.0 EXECUTION

 3.1 General

 3.1.1 Contractor’s attention is directed to any geotechnical investigation if
 prepared in connection with this project.

 3.1.2 Contractor shall be responsible for laying out his own work and for
 the preparation of cut sheets. Cut sheets shall be submitted by
 Engineer for his review prior to beginning work.

 3.1.3 In this project, the Contractor will be tying the sewer main into
 existing systems and extending into a new system. Tie-ins into the
 existing sewer system shall adhere strictly as shown in the
 construction plans.

 3.2 Excavation

 3.2.1 Excavation shall include the loosening, loading, removing,
 transporting and disposing of all materials, wet or dry, above or below
 ground necessary to be removed to construct all sewers included in
 this contract to the lines, grades and locations shown on the
 drawings.


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 3.2.2 In the event that any existing gas pipes, water pipes, sewers, storm
 drains or poles are blocked or interfered with by the excavation
 required on this report, the Contractor shall maintain them in
 continuous operation, and restore them to the same condition as they
 were prior to the start of construction of this project; all at no
 additional compensation.

 3.2.3 The Contractor shall, at his own expense, furnish and install all
 temporary sheeting, timbering and bracing required to maintain the
 excavation in a condition to furnish safe working conditions and to
 permit the safe and efficient installation of all items of contract work.
 The Contractor shall further, at his own expense, store up or
 otherwise protect adjacent to any excavation which might be
 disturbed during the progress of the work.

 3.2.4 Temporary supports must be removed by the Contractor at his own
 expense after or concurrently with the completion of the permanent
 facility.

 3.2.5 The Contractor shall do all ditching, pumping, well pointing, and
 bailing, build all drains, and do all other work necessary to keep the
 excavation clear of ground water, sewage or storm water during the
 progress of the work, and until the finished work is safe from injury.
 Where the excavation is wet sand, and suitable construction
 conditions cannot be obtained by other methods, the Contractor shall
 install and operate, at his own expense, a pumping system
 connected with well points, so as to drain the same effectually. All
 well point holes shall be backfilled with sand after removal. No
 masonry or pipe shall be laid in water, and water shall not be allowed
 to rise over masonry until concrete or masonry has set at least 48
 hours. All water pumped or drained from the work shall be disposed
 of in a manner that will not damage adjacent property or other work
 under construction against flooding.

 3.2.6 Whenever the excavation is carried beyond the lines and grades
 shown on the drawings, the Contractor shall, at his own expense,
 refill all such excavated space with such material and in such a
 manner as may be directed and restore any facilities disturbed
 outside of the allowable trench width as defined in these
 specifications.

 3.2.7 Unsuitable and surplus excavated material not incorporated in the
 work shall be disposed of by the Contractor at his own expense.



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 3.3 Trench Excavation

 3.3.1 The ground shall be excavated in open trenches, of sufficient width
 and depth to provide ample room within the limits of the excavation,
 or lines of sheeting and bracing, for the proper construction of the
 sewer.

 3.3.2 Mechanical excavation of trenches shall be stopped above the final
 invert grade elevation so that the pipe may be laid on a firm,
 undisturbed native earth bed.

 3.3.3 The width of the trench at the top of the pipe shall not exceed the
 outside diameter of the sewer pipe plus two feet or 3’-0” total,
 whichever is greater.

 3.4 Bedding

 3.4.1 When the native material encountered in the trench bottom consists
 of a soil unsuitable for receiving the bedding for the pipe, the
 Engineer may authorize the Contractor to over dig to a depth as
 specified in the drawings and replace with a select backfill material.
 The select backfill will be paid for under a separate item; however,
 should over digging occur where a suitable native soil exists for sub-
 bedding, the Contractor shall fill the area of over-excavation at his
 own expense with an acceptable sub-bedding material, thoroughly
 compacted.

 3.4.2 Preparation of the trench bottom and placement of the pipe shall be
 carefully made so that when in final position, the pipe is true to line
 and grade.

 3.4.3 Select backfill material shall be used to support the pipe and shall be
 placed in the trench bottom to the depths prescribed and trough as
 described in the drawings shall be used in the work that does not
 conform to the appropriate material specifications.

 3.5 Laying Pipe

 3.5.1 Pipe shall be protected during handling against impact shocks and
 free fall. Pipe shall be kept clean at all times, and no pipe shall be
 used in the work that does not conform to the appropriate material
 specifications.



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 3.5.2 The laying of pipe in finished trenches shall be commenced at the
 lowest point, with the spigot ends pointing in the direction of the flow.

 3.5.3 All pipe shall be laid with ends abutting and true to line and grade.
 They shall be carefully centered, so that when laid they will form a
 sewer with a uniform invert.

 3.5.4 Pipe shall be laid accurately, to the line and grade as designated on
 the drawings. Preparatory to making pipe joints all surface of the
 portions of the pipe to be jointed or of the factory-made jointing
 material shall be clean and dry. Lubricants, primers, adhesives, etc.,
 shall be used as recommended by the pipe or joint manufacturers’
 specifications. The jointing materials or factory fabricated joints shall
 then be placed, fitted, joined and adjusted in such a workmanlike
 manner as to obtain the degree of water tightness required.
 Trenches shall be kept water free and as dry as possible during
 bedding, laying and jointing and for as long a period as required. As
 soon as possible after the joint is made, sufficient backfill shall be
 placed along each side of the pipe to offset conditions that might tend
 to move the pipe off line and grade.

 3.6 Backfilling

 3.6.1 All trenches and excavation shall be backfilled as soon as the work
 has developed sufficient strength to resist backfilling loads and
 forces and the work shall be prosecuted expeditiously after it has
 commenced.

 3.6.2 All pipe sewers, as soon as laid, shall have the space between the
 pipe and the bottom and sides of the trench backfilled initially to the
 spring line of the pipe with a select backfill material. This material
 shall be carefully and uniformly tamped under the pipe haunches and
 to the spring line so as to eliminate the possibility of lateral
 displacement.

 3.6.3 No sewer shall be backfilled above the top of the pipe until the sewer
 elevations, gradient, alignment, bedding and the pipe joints have
 been checked, inspected and approved by the Engineer, as specified
 in paragraphs 3.8 through 3.10 of this section.




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 3.6.4 After the select backfill material has been placed to the spring line
 and thoroughly tamped and inspected by the Engineer, backfill may
 then proceed with the placement of natural select backfill material
 one foot above the top of the pipe. The material shall be carefully
 and uniformly tamped by self powered mechanical tampers in lifts,
 not exceeding 8” loose measured, then compacted to a Standard
 Proctor Density of 95%, per ASTM D-698.

 3.6.5 If the Engineer determines that the trench excavation does not
 provide a natural select backfill one foot above the top of pipe he may
 authorize the Contractor to furnish a select backfill material, and
 where so authorized payment for the select backfill material will be
 made as Select Backfill material.

 3.6.6 The balance of the trench shall then be backfilled in lifts not
 exceeding 8”, using the best native material secured from the trench
 excavation and compacted to remove air spaces to 95% maximum
 dry density per ASTM
 D-698 of finish sub grade.

 3.6.7 All surplus excavated material which is not used in backfilling or
 material not suitable for backfill shall be removed and disposed of by
 Contractor at his own expense.

 3.6.8 The ground surface that has been affected by the Contractor’s
 operation shall be dressed to a smooth and uniform surface
 reasonably close to the original ground surface and shaped to
 encourage drainage.

 3.7 Water - Sewer Conflict

 3.7.1 Whenever sewers must cross under water mains or parallel with
 them within 10 feet horizontally, the sewer must be laid at such an
 elevation that the top of the sewer is at least 18 inches below the
 bottom of the water main. When the elevation of the sewer cannot
 be buried to meet the above requirement, the water main must be
 relocated to provide this separation or reconstructed with slip-on or
 mechanical joint cast iron pipe, or encased in concrete, as shown on
 the plans, for a distance of 10 feet on each side of the sewer. One
 full length of water main should be centered over the sewer so that
 both joints will be as far from the sewer as possible.




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 3.7.2 When it is impossible to obtain proper horizontal and vertical
 separation as stipulated above, the water main should be
 constructed of slip-on or mechanical joint, ductile-iron pipe, and the
 sewer constructed of mechanical joint ductile-iron pipe and both
 services should be pressure tested to assure water tightness.

 3.8 Testing of Sewer Lines

 3.8.1 Air Test - Air-checking of this project will be conducted as the project
 is being installed - at no time will more than four (4) manhole to
 manhole reaches of pipe be installed before air-checking is
 performed.

 A) After backfilling a manhole to manhole reach of wastewater
 line, the Contractor shall, at his expense, conduct a Line
 Acceptance Test using low pressure air. The test shall be
 performed using the below stated equipment, according to
 stated procedures and under the supervision of the inspecting
 engineer.

 3.8.2 Equipment -Cherne Air-Loc Equipment as manufactured by Cherne
 Industries, Inc. of Edina, Minnesota or approved equal. Equipment
 used shall meet the following minimum requirements.

 A) Pneumatic plugs shall have a sealing length equal to or
 greater than the diameter of the pipe to be inspected.

 B) Pneumatic plugs shall resist internal test pressures without
 requiring external bracing or blocking.

 C) All air used shall be used shall pass through a single control
 panel.

 D) Three individual hoses shall be used for the following
 connections.

 a) From control panel to pneumatic plugs for inflation.

 b) From control panel to sealed line for introducing a low
 pressure air.

 c) From sealed line to control panel for continually
 monitoring the air pressure rise in the sealed line.


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 3.8.3 Procedures - All pneumatic plugs shall be seal tested before being
 used in the actual test installation. One length of pipe shall be laid
 on the ground and sealed at both ends with the pneumatic plugs to
 be checked. Air shall be introduced into the plugs to 25 psig. The
 sealed pipe shall be pressurized to 5 psig. The plugs must hold
 against this pressure without having to be braced.

 A) After a manhole reach of pipe has been backfilled and
 cleaned, and the pneumatic plugs are checked by the above
 procedure, the plugs shall be placed in the line at each
 manhole and inflated to 25 psig. Low pressure air shall be
 introduced into this sealed line until the pressure of any
 ground water that may be over the pipe. At least two minutes
 shall be allowed for the air pressure to stabilize.

 B) After the stabilization period (3.5 psig minimum pressure in
 the pipe), the air hose from the control panel to the air supply
 shall be disconnected. The portion of line being tested shall
 be termed “Acceptable” if the time required in minutes for the
 pressure to decrease from 3.5 to 2.5 psig (greater than the
 average back pressure of any ground water that may over the
 pipe) shall not be less than the time shown for the given
 diameters in the following table:

 Pipe Diameter in Inches Minutes
 4 2.0
 6 3.0
 8 4.0
 10 5.0
 12 5.5
 15 7.5
 18 8.5
 21 10.5
 24 11.5

 3.9 Deflection Test

 3.9.1 Deflection test shall be conducted on all flexible gravity sewer pipe
 in accordance with ASTM D-3034-81, after the final backfill has been
 in place at least 30 days. No pipe shall exceed a deflection on 5%.

 3.9.2 Test shall be run using a rigid ball or mandrel having a diameter
 equal to 95% of the diameter of the pipe. The ball or mandrel shall
 pass between manholes without mechanical pulling devices.
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 3.10 Infiltration Test

 3.10.1 Contractor, if directed by the Engineer, shall furnish, install and
 maintain a V-notch sharp crested weir in a wood-frame tightly
 secured at the entrance to the junction manhole to demonstrate to
 the Engineer the amount of infiltration.

 3.10.2 The maximum allowable infiltration shall be 100 gallons per inch
 diameter per mile per day.

 3.10.3 Under soil and ground level conditions where the water table is below
 the sewer invert the Engineer may, at his option, direct an exfiltration
 test be made in lieu of an infiltration test. Maximum allowable
 exfiltration shall be the same as maximum allowable infiltration per
 Paragraph 3.10.2 above.
 The exfiltration procedure shall require an elevation head of two feet
 which is the height of water above the top of the pipe at the upstream
 manhole. Exfiltration shall be measured by filling a reach of sewer
 to the elevation head and observing the quantity of water required to
 maintain the reach in full condition.

END OF SECTION




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DIVISION 2-SITEWORK

SECTION 02750-LIFT STATIONS

1.0 SCOPE OF WORK

 1.1 This work shall consist of all labor, materials, services and equipment
 necessary
 to install lift stations in accordance with the plans and these specifications
 and in reasonably close conformity with the lines, grades and dimensions
 shown on the plans.

2.0 MATERIALS

 2.1 FORCE MAINS- as specified elsewhere within these specifications.

 2.1.2. CONCRETE-Class B, local MDOT standards.

 2.1.3. AIR RELEASE VALVES-Shall be val-matic, or approved equal,
 simple lever type.

 2.2 LIFT STATION-Shall be in conformance with the plans as shown and
 these specifications.

 2.2.1. WET WELL AND VALVE BOX-Shall be pre-cast, concrete, to the
 dimensions set forth in the plans. Fiberglass fully-contained wet
 wells may be acceptable, if allowed by the local and state
 authorities having jurisdiction.

 2.2.2 Two (2) pumps shall be supplied for the duplex pumping stations to
 produce the following:

 1 Pump: gpm as specified in the Pump Station Details
 2 Pumps: gpm as specified in the Pump Station Details

 2.2.3. Controls shall be “float” type and furnished with the pumps. All
 materials shall be designed for corrosive environments. Controls
 shall be furnished in accordance with the drawings.

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 2.2.4. The electrical equipment shall be 3-phase, 230 volt, 60 HZ.
 Electrical panel and equipment shall be as shown on the details.

 2.2.5. All valves shall be double disc gate valves and shall be Mueller, or
 approved equal. All valves shall be “wheel-type” and shall have
 flanged or mechanical joint ends.

 2.2.6. All mechanical fittings and spool pieces, shall be Class 52 Ductile
 Iron, cement mortar lined.

3.0 EXECUTION

 3.1 Contractor shall dewater as necessary to ensure that wet-well is set in a
 dry excavation pit.

 3.2 Bottom of excavation shall be prepared in accordance with the drawings
 and bedding material shall be installed to ensure a good foundation for the
 wet well. Additional weight shall be installed if necessary to offset uplift of
 the structure, assuming no equipment or liquid is in the structure.

 3.3 All mechanical and electrical equipment shall be installed in accordance
 with the manufacturer’s recommendations.

 3.4 When fully installed, contractor shall demonstrate the lift station’s ability to
 deliver the design requirements to the Engineer, prior to acceptance.

 3.5 Lift station shall be deemed to be complete only after the above
 requirements are met and the wet well, valve box, electrical equipment,
 panel, alarm system, fence (if required) and improvements are completed,
 and acceptable to the Engineer.

END OF SECTION




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DIVISION 2-SITEWORK

SECTION 02760- FORCE MAINS

1.0 SCOPE OF WORK

 1.1 This work shall consist of all labor, materials, services and equipment
 necessary to install force mains in accordance with the plans and these
 specifications and in reasonably close conformity with the lines, grades
 and dimensions shown on the plans.

2.0 MATERIALS

 2.1 FORCE MAIN PIPE: At Contractor's option. use any of the following
 acceptable materials unless otherwise designated on the plans.

 2.1.1 Ductile Iron Pipe conforming to ANSI A-21.51 (AWWA C-151) Grade
 60-42-10 Ductile Iron, thickness Class 50. Pipe interior shall be
 cement mortar lined per ANSI A.21.4 (AWWA C-104). Rubber
 gasket joints per ANSI A-21_11 (AWWA C-111).

 2.1.2 Polyvinyl Chloride pipe (for nominal sizes up to and including 12
 inches), with integral expanded bells conforming to ASTM D-
 2241, SDR 26, 160 p.s.i. working pressure. Couplings or joints
 shall be an integral part of the pipe barrel. It shall consist of an
 expanded bell with grooves to retain a rubber sealing ring
 conforming to the requirements of ASTM D-1869.

 2.1.3 Polyvinyl Chloride pipe conforming to AWWA C-900 (for nominal
 sizes up to and including 12 inches), and AWWA C-905 (for nominal
 sizes greater than 12 inches). Standard dimension ratio shall be
 not more than 25. Pipe shall be made to cast iron O.D.'s. Each
 length of pipe shall be stamped with approval of Underwriter's
 Laboratories, Inc. Pipe couplings or joints shall be an integral part
 of the pipe barrel, consisting of an expanded bell with a groove to
 retain a rubber sealing ring. Gaskets shall be factory bonded
 into the groove.

 2.2 CONCRETE-If required, shall be Class B, local MDOT standards.

 2.3 AIR RELEASE VALVES-Shall be val-matic, or approved equal, simple
 lever type. Air relief valves shall be placed as needed (at high points) in
 the force main to prevent air locking. Vacuum relief valves may also be
 necessary.


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 2.4 LIFT STATION-as specified elsewhere within these specifications.

3.0 EXECUTION

 3.1 Contractor shall dewater as necessary to ensure dry bedding and
 backfilling conditions.

 3.2 Force mains should be laid at least 10 feet horizontally from any existing
 or proposed water main. Force mains crossing under water mains shall
 be laid to provide a minimum vertical distance of 18 inches between the
 outside of the water main and the outside of the force main. Water mains
 shall be located above force mains. When it is impossible to obtain proper
 horizontal and vertical separation as stipulated above, the force main shall
 be designed and constructed equal to water pipe, and shall be pressure
 tested to assure water tightness prior to backfilling.

 3.3 All bedding and backfilling of force mains shall be completed in complete
 accordance with the plan details.

 3.4 All force mains specified under existing or proposed roads shall be jetted
 or directionally drilled.

 3.5 No driveways or paved surfaces shall be crossed until the affected
 property owners are notified at least 48 hours in advance of the work.

 3.6 All driveways and paved surfaces crossed shall be restored to the pre-
 construction condition or better with like materials.

 3.7 Traffic into and out of all driveways shall be maintained at all times, to the
 satisfaction of the respective property owner.

 3.8 Testing

 3.8.1 Hydrostatic and leakage testing should be done in accordance with
 AWWA specification C600, Section 4 (latest revision).

END OF SECTION




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Mail PPIN Parcel ID Name Address City State ZIP
 Y 0908M-01-009.000 DEDEAUX PROPERTIES 1, LP (OWNER) P.O. BOX 926 GULFPORT MS 39502
 TERRY MORAN (AGENT) 1806 23RD AVE STE B GULFPORT MS 39501
 Adjacent Property Owners (2607PC094)
 55244 0908L-02-015.019 CONLEY JENNIE 144 FAUST DR GULFPORT MS 39503
 102729 0908M-01-014.002 SCHAFHIRT CYNTHIA JO 13185 JOHN RD GULFPORT MS 39503
 57876 0908L-01-003.000 COAST ELECTRIC POWER ASSN P O BOX 359 KILN MS 39556
 55122 0908L-02-012.000 SULLENS DELBERT LEON & TRISHA DIANN 2 WINGATE DR GULFPORT MS 39503
 55264 0908L-02-015.000 CHANDLER JUSTIN 106 FAUST DR GULFPORT MS 39503
 55246 0908L-02-015.017 HARPER GLORIA J 140 FAUST DR GULFPORT MS 39503
 55241 0908L-02-015.030 LOTT ROBERT C 13506 DEDEAUX RD GULFPORT MS 39503
 55263 0908L-02-015.001 ALEJANDRO ARMANDO E & JOSEFINA I 108 FAUST DR GULFPORT MS 39503
 N 55243 0908L-02-015.028 CONLEY JENNIE 144 FAUST DR GULFPORT MS 39503
 N 10187 0908L-02-013.000 GULFPORT CITY OF P O BOX 1780 GULFPORT MS 39502
 9904 0908L-01-004.000 WB PROPERTY LLC 13430 DEDEAUX RD GULFPORT MS 39503
 102728 0908M-01-014.001 LADNER DICKIE JOE & JENNIFER A 24040 TIM BRADLEY RD SAUCIER MS 39574
 121738 0908M-01-017.069 MCGILL PROPERTIES INC P O BOX 2163 GULFPORT MS 39505
 121737 0908M-01-017.068 CASIANO DAMARIS 11170 DEDE DRIVE GULFPORT MS 39503
 N 121506 0908M-01-017.001 GULFPORT CITY OF 0
 121754 0908M-01-017.085 COMEAU JENNIFER 11181 DEDE DR GULFPORT MS 39503
 121755 0908M-01-017.086 MACH VI HOLDING LLC 6001 OLDE OAKVIEW OCEAN SPRINGS MS 39564
 121752 0908M-01-017.083 HERRITT TIFFANY N 13380 CHRIS DR GULFPORT MS 39503
 N 121756 0908M-01-017.087 SUMELONG SAMUEL KWEWE C/O 8917 LORRAINE RD GULFPORT MS 39503
 121753 0908M-01-017.084 MIXON MARTIN F 11190 DEDE DR GULFPORT MS 39503
 121757 0908M-01-017.088 TOLAR TERRY & EILERMANN JANET 2620 RUE PALAFOX BILOXI MS 39531
 55245 0908L-02-015.018 MANALO RICHARD 142 FAUST DR GULFPORT MS 39503
 133033 0908M-01-009.001 DEDEAUX PROPERTIES I LP 13407 DEDEAUX RD GULFPORT MS 39503
 N 57884 0908M-01-008.000 DEDEAUX PROPERTIES I LP 13407 DEDEAUX RD GULFPORT MS 39503
 N 100061 0908L-01-004.001 WB PROPERTY LLC 13430 DEDEAUX RD GULFPORT MS 39503
 N 11786 0908M-01-009.000 DEDEAUX PROPERTIES I LP 13407 DEDEAUX RD GULFPORT MS 39503
 57888 0908M-01-012.000 HEINZ CHAS MRS 1604 BELMONT PL METAIRIE LA 70001
 N 57894 0908M-01-013.000 LADNER DICKIE JOE & JENNIFER A 24040 TIM BRADLEY RD SAUCIER MS 39574
 57886 0908M-01-010.000 HALLER REAL ESTATE LLC 14 KIMBALL DRIVE GULFPORT MS 39507
 11680 0908M-01-007.000 ALLEN BEVERAGES INC P O BOX 2037 GULFPORT MS 39505
 N 57893 0908M-01-014.000 DEDEAUX PROPERTIES I LP 13407 DEDEAUX RD GULFPORT MS 39503
 N 142202 0908L-02-015.033 GULFPORT CITY OF PO BOX 1780 GULFPORT MS 4E+08
2607PC094 General Plan
 Legend
 Site
 4TH ST
 DR Street
 O D
 WO Buildings
 ET
 FLE




 WINGATE DR CLEVE ALLEN DR
 MCCAFFREY RD
 U ST DR
 FA
 55263 55122
 55246 55244 57876
 55245 100061 9904
 55264
 55241 55243
 10187
 142202
 DEDEAUX RD



 57884




 STEWART RD
 57886 11786 11680
 0 40 80 120
 133033
 Yards

 1 inch = 300 feet
 57893 121753




 µ
 121752
 57893 DEDE DR

 121506
 CHRIS DR
 121754
 102728 121755 121738
 121756
 57888 121737
 121757
 DATA DISCLAIMER: All information
 102729
 that is provided on this map is
 believed to be correct. However, no
 liability is assumed by the City of
 57894 Gulfport for errors in substance or
 form of any of the materials published
 MARTIN CT 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
 SONJA accuracy, completeness, or adequacy
 DR of the information contained on this
 RUDOLPH DR VIXEN LOOP map are expressed or implied.
 URBAN DEVELOPMENT
 PLANNING & ZONING
 PO BOX 1780 | GULFPORT, MS | 1410 24TH AVENUE
 228.868.5710 | PLANNERS@GULFORT-MS.GOV


 PLANNING COMMISSION

Hearing Date: Thursday, June 25, 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, June 25, 2026

Zoning Map Amendment 2604PC045:
  Zoning Map Amendment 2604PC045, by agent Micheal Collins,
  requesting to rezone parcel to R-2 (Single-family), Tax Parcel 0810I-
  01-040.000, 1218 37th Street, Zoned I-1 (Light Industry), Ward 3
 Technical Report
 Zoning Map Amendment

GENERAL INFORMATION

Case File Number: 2604PC045

Hearing Date: June 25, 2026

Current Zoning/Use: I-1 / Multiple-Family Dwelling

Legal: Zoning Map Amendment 2604PC045, by agent Micheal Collins, requesting
 to rezone parcel to R-2 (Single-family), Tax Parcel 0810I-01-040.000, 1218
 37th Street, Zoned I-1 (Light Industry), Ward 3

TECHNICAL DETAILS

Amendment of the Zoning Ordinance, including the zoning map, is intended to carry out
the objective of a sound, stable, and desirable environment. Casual amendment of the
ordinance would be detrimental to the achievement of that objective. Therefore, the
ordinance dictates that a property should be considered for rezoning only when one or more
of the following conditions prevail according to the Mississippi case law:

 According to the Mississippi case law:

When requesting rezoning of real property, an applicant must prove, by clear and
convincing evidence, one of the following:
 1. That there was a mistake in the original zoning, or
 2. That the character of the neighborhood has changed to such an extent as to justify
 reclassification, and that there was a public need for rezoning.


The applicant is requesting to rezone approximately 37,311 square feet of property from I-1 (Light
Industry District) to R-2 (Single-Family Residence District). The applicant claims the existing
surrounding area is predominately composed of residential uses, such as single-family homes, with
no active industrial uses nearby. Upon staff review of the surrounding area, staff noted that while
the area mainly consists of residential uses including single-family homes and multiple-family
dwellings staff did notice two nearby existing commercial businesses, Unique Collision & Towing
Inc & Unique Collision Center Inc.

According to the City's 2002 Comprehensive Plan this property was to remain to allow light
industrial uses. However, this site has not housed any industrial or commercial uses while the
surrounding area has remained predominantly residential. The current zoning would allow for uses
such as Clay and Clay Products manufacturing, Drug manufacturing, Butane and Other Liquified
Petroleum Gas Products storage and sales, Welding Shop, and Night Club/Dance Hall by right.

The applicant has chosen an increased need for sites for residential sites as their reasoning for
rezoning.



Reviewed by Matilda Welch Case File Number: 2604PC045 Page I of3
 Technical Report
 Zoning Map Amendment

 (a) The applicant states that "Gulfport continues to have demand for appropriately zoned
 scaled single-family housing within established residential areas. No quantifiable
 documents were provided to elaborate on this statement. The applicant provided a map
 noting nearby residentially zoned properties along with an aerial map noting the distance
 to the airport.


EXECUTIVE SUMMARY

The applicant is requesting to rezone approximately 37,311 square feet of property from I-1
(Light Industry District) to R-2 (Single-Family Residence District). The applicant claims the
existing surrounding area is predominately composed of residential uses, such as single-family
homes, with no active industrial uses nearby. Upon staff review of the surrounding area, staff
noted that while the area mainly consists of residential uses including single-family homes and
multiple-family dwellings staff did notice two nearby existing commercial businesses, Unique
Collision & Towing Inc & Unique Collision Center Inc. While the City's 2002 Comprehensive
Plan notes this property was to remain to allow light industrial uses, this site has not housed any
industrial or commercial uses while the surrounding area has remained predominantly
residential. The current zoning would allow for uses such as Clay and Clay Products
manufacturing, Drug manufacturing, Butane and Other Liquified Petroleum Gas Products
storage and sales, Welding Shop, and Night Club/Dance Hall by right. The applicant has chosen
an increased need for sites for residential development as the reasoning for rezoning. The
applicant has stated in their application that they plan to begin renovating the building into
apartments immediately after the rezoning. The applicant would need to bring the property into
conformity with the ordinance for off-street parking for multi-family dwellings, a revised
parking plan will be required. The off-street parking required per Appendix A, Sec VI for multi­
family dwellings is 2 parking spaces per dwelling unit plus 2 visitor parking spaces for each 8
units or fraction thereof. For the 10 dwelling units the applicant will need to provide 20 regular
parking spaces, 3 visitor parking spaces, and 1 van accessible handicapped parking space. Per
Appendix A, Sec VI,(A)(2)&(3)(d), the regular parking spaces and visitor's parking spaces will
need to be a minimum of 9 feet wide by 18 feet in length and be paved with either concrete or
asphalt. The applicant would also need to apply for a variance for backing out into city right of
way, per Appendix A, Sec VI(A)(2).


Any approval should consider these conditions:
 1. Approval would grant the applicant to rezone property from I-1 (Light Industry District)
 to R-2 (Single-Family Residence District). The Planning Commission can only offer
 recommendations; the City Council will have final decision for the rezoning.
 2. Provide an updated parking for the multi-family dwelling, which will need 20 regular
 parking spaces, 3 visitor parking spaces, and orie van accessible handicapped parking
 space.
 3. Apply for a variance for backing out into city right of way.




Reviewed by Matilda Welch Case File Number: 2604PC045 Page 2 of3
 Technical Report
 Zoning Map Amendment




DIRECTOR APPROVAL

This report has been reviewed and approved by:



Greg Holmes
Director of Urban Development Department




Reviewed by Matilda Welch --'<'r\\j)� Case File Number: 2604PC045 Page 3 of3
2604PC045 Zoning Map Amendment
 Site
 Street
 Parcels
 Buildings
 Water Features
 Zoning
 B-2 - General Business
 District
 I-1 - Light Industry District
 R-2 - Single Family
 I-1 Residence District (Medium
 Density)




 Site Information
 0810I-01-040.000
 Zoning: I-1 (Light Industry)
 Size: 37311.1 sqft
 Flood: X

 37TH ST

 0 10 20 30

 Yards

 1 inch = 100 feet




 µ
 R-2

 12TH AVE



 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
 I-1 B-2 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 0810I-01-040.000 HMEM HOLDINGS LLC (OWNER) 13081 LAKE FLORENCE RD GULFPORT MS 39503
 MICHAEL COLLINS (AGENT) 4492 POPPS FERRY RD DIBERVILLE MS 39540
 Adjacent Property Owners (2604PC045)
 24562 0810I-01-065.000 MARTIN DON & ARMONTINE 1220 36TH ST GULFPORT MS 39501
 24565 0810I-01-062.000 KENT GERRY W 161 WOODS CROSSING BLVD MADISON MS 39110
 24564 0810I-01-063.000 CARNEY MARLA L 2366 PARK PLACE DR GULFPORT MS 39507
 24563 0810I-01-064.000 GPT-BILOXI REGIONAL AIRPORT AUTH 14035-L AIRPORT RD GULFPORT MS 39503
 24548 0810I-01-040.000 HMEM HOLDINGS LLC 12208 PRESERVATION DR GULFPORT MS 39503
 N 24550 0810I-01-041.000 HMEM HOLDINGS LLC 12208 PRESERVATION DRIVE GULFPORT MS 39503
 24569 0810I-01-051.000 SELAH INC PO BOX 7799 DIBERVILLE MS 39540
 24552 0810I-01-050.000 CRAWFORD WILLIE A SR 3611 12TH AVE GULFPORT MS 39501
 24571 0810I-01-061.000 GIBBS DYLAN J 3600 12TH AVE GULFPORT MS 39501
 24555 0810I-01-047.000 SUTHERLAND TRAVERS C & VASHON 1929 JONAHS RIDGE DR NOLENSVILLE TN 37135
 136390 0810I-01-039.001 CHRISMAN MICHAEL L 1506 BRISCO LN HAMMOND LA 70403
 N 24556 0810I-01-046.000 SUTHERLAND TRAVERS C & VASHON 1929 JONAHS RIDGE DR NOLENSVILLE TN 37135
 24570 0810I-01-051.001 MCALLISTER MARITZA JAMES & JAMES L 826 E EWING AVE SOUTH BEND IN 46613
 24572 0810I-01-060.000 VAUGHT JASON M & YAOVANART 1124 -36TH STREET GULFPORT MS 39501
 121362 0810I-01-048.001 DUNNING MICHAEL J & GINA 1115 35TH ST GULFPORT MS 39501
 N 130245 0810I-01-046.001 SUTHERLAND TRAVERS C & VASHON 1929 JONAHS RIDGE DR NOLENSVILLE TN 37135
 N 130246 0810I-01-047.001 SUTHERLAND TRAVERS C & VASHON 1929 JONAHS RIDGE DR NOLENSVILLE TN 37135
 24554 0810I-01-048.000 PALMER VIC P O BOX 354 FOLSOM LA 70437
 24547 0810I-01-039.000 CHRISMAN MICHAEL L 1506 BARISCO LANE HAMMOND LA 70403
 24545 0810I-01-038.000 BABIN TODD 617 CARMADELLE ST MARRERO LA 70072
 N 21753 0810I-01-001.000 GPT-BILOXI REGIONAL AIRPORT AUTH 14035-L AIRPOT RD GULFPORT MS 39503
 MICHAEL & GINA DUNNING 1219 37TH STREET GULFPORT MS 39501
2604PC045 Zoning Map Amendment
 Legend

 HANGAR ST
 AIR CARGO
 ANG RD 10TH AVE
 Site
 RD US or State Highway
 JOHN HILL BLVD Street
 Buildings
 Water Features




 12TH AVE

 21753 8TH AVE




 0 60 120 180
 STRAWBERRY
 136390 RD Yards
 24550 24548 24545
 24547
 37TH ST MURPHY ST 1 inch = 400 feet
 130246




 µ
 130245 121362 24552 24570 24569
 2455524554
 24571
 24563 24565
 24572
 24562 24564
 36TH ST NUNNALLY ST


 11TH AVE
 13TH AVE
 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
 35TH ST 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
 34TH ST accuracy, completeness, or adequacy
 BOYD of the information contained on this
 AVE map are expressed or implied.
 URBAN DEVELOPMENT
 PLANNING & ZONING
 PO BOX 1780 | GULFPORT, MS | 1410 24TH AVENUE
 228.868.5710 | PLANNERS@GULFORT-MS.GOV


 PLANNING COMMISSION

Hearing Date: Thursday, June 25, 2026

Zoning Map Amendment 2606PC076: Zoning Map Amendment
2606PC076, by agent Grant Thompson, requesting to rezone property
to R-1-10, Tax Parcel 0708I-02-015.000, Orange Grove Road, Zoned R-
1-15 (Single-family), Ward 7
2606PC076 Zoning Map Amendment
 Site
 Street



 BROOKFIELD DR
 Parcels
 DAISY L Buildings
 N
 Water Features
 City Limit
 Zoning
 ORANGE GROVE RD
 B-1 - Neighborhood Business
 District

 B-1
 B-2 - General Business
 District
 R-1-15 - Single Family
 Residence District (Low
 Density)




 R-1-15
 Site Information
 0708I-02-015.000
 Zoning:R-1-15 (Single Family)
 Size: 38.8 Acres
 Flood: X, AE



 0 40 80 120

 Yards

 1 inch = 300 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
 B-2 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
 THE FORD FAMILY LIMITED PARTNERSHIP
 Y
 0708I-02-015.000 (OWNER) 16352 ORANGE GROVE ROAD GULFPORT MS 39503
 GRANT THOMPSON (AGENT) 6510 US 90 GAUTIER MS 39553
 Adjacent Property Owners (2606PC076)
 119857 0708I-01-010.006 RILEY BRETT ALAN & GERRIE LEE 16128 ORANGE GROVE ROAD GULFPORT MS 39503
 85853 0708I-01-012.000 HILL MAIDA J & KEITH T 16186 ORANGE GROVE RD GULFPORT MS 39503
 85852 0708I-01-010.000 HENDON TAMEKA N & VICTORIAN ZORAN D 16118 BROOKFIELD DR GULFPORT MS 39503
 81554 0708I-01-013.001 PETERMAN STEVEN L & JAN J 16198 ORANGE GROVE RD GULFPORT MS 39503
 81555 0708I-02-015.001 MCFARLAND WILLIAM R & SUSAN LEIGH 18294 WILD TURKEY COVE SAUIER MS 39574
 48838 0708I-02-001.002 HARRISON CO SCHOOL DISTRICT P O BOX 1090 GULFPORT MS 39502
 N 48867 0708I-02-001.005 STATE OF MISS 8/29/2011 0
 99868 0708I-01-016.001 BERMOND DEBORAH E 52 LEE PRINE DR PERKINSTON MS 39573
 57518 0708I-01-011.000 CARRANZA MERCEDES & SARAH-TRUSTEES- P O BOX 6573 GULFPORT MS 39506
 85857 0708I-02-001.000 ORANGE GROVE CONSOLIDATED SCHOOL 11072 HWY 49 GULFPORT MS 39503
 85863 0708I-02-014.000 BLACKBEARD PROPERTIES LLC 6581 FIRETOWER RD KILN MS 39556
 121226 0708I-02-014.001 PAULK LAURA F 16127 ORANGE GROVE RD GULFPORT MS 39503
 57573 0708P-01-006.000 GILMORE WILLIAM EDGAR -TRUSTEE- 18408 DEER DR SAUCIER MS 39574
 85854 0708I-01-013.000 RUSHTON GERALD E 16212 ORANGE GROVE RD GULFPORT MS 39503
 80762 0708I-01-014.000 REICH MARK & MELONY 16226 ORANGE GROVE RD GULFPORT MS 39503
 57524 0708I-01-017.000 HAMBLIN CANDICE AMBER & JAMES F 16240 ORANGE GROVE RD GULFPORT MS 39503
 N 57527 0708I-01-016.000 HAMBLIN CANDICE AMBER & JAMES F 16240 ORANGE GROVE RD GULFPORT MS 39503
 57531 0708I-02-015.000 GRADY FAMILY LTD PARTNERSHIP 16352 ORANGE GROVE RD GULFPORT MS 39503
 143902 0708I-01-010.007 BASS JOHN & NICHOLE WASHINGTON 16117 BROOKFIELD DR GULFPORT MS 39503
 143903 0708I-01-010.008 BARNES KENYA D & JANICE M 16123 BROOKFIELD DR GULFPORT MS 39503
2606PC076 Zoning Map Amendment
 Legend

 FIVE OAKS DR
 Site
 Street
 Railroad
 OAK LN
 Buildings
 Water Features

 B.B. LN


 85854




 OLD HWY 49

 BROOKFIELD
 85853 57518 DAVIS
 80762 CIR
 57524 DR

 DA IS Y L N
 PEARL LN
 57527 143903
 81554 119857
 99868 143902 85852
 ORANGE GROVE RD




 RAILROAD ST
 121226
 0 80 160 240
 81555 48838
 85863
 R
 4TH ST Yards
 NE
 D
 LA 1 inch = 500 feet
O AK




 µ
 85857
 57531



A 48867
  RN
CO
 DR DATA DISCLAIMER: All information
 that is provided on this map is
 believed to be correct. However, no
 W DEDEAUX RD DEDEAUX RD liability is assumed by the City of
 Gulfport for errors in substance or
 form of any of the materials published
 57573 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.
 URBAN DEVELOPMENT
 PLANNING & ZONING
 PO BOX 1780 | GULFPORT, MS | 1410 24TH AVENUE
 228.868.5710 | PLANNERS@GULFORT-MS.GOV


 PLANNING COMMISSION

Hearing Date: Thursday, June 25, 2026

Zoning Map Amendment 2607PC093: Zoning Map Amendment
2607PC093, by agent Terry Moran, requesting to rezone 2 parcels to
R-1-7.5 (Single-family), Tax Parcel 0908M-01-009.000, 0908M-01-
014.000, Dedeaux Road, Zoned B-1 (Neighborhood Business), Ward 6
2607PC093 Zoning Map Amendment
 Site
 FAUST


 WINGATE DR
 DR Street
 R-1-10
 Parcels
 Buildings
 DEDEAUX RD City Limit
 Zoning
 B-1 - Neighborhood Business
 District
 R-1-10 - Single Family
 Residence (Low Density)
 R-1-7.5 - Single Family
 Residence District (Low
 Density)
 R-4 - General Residence
 (High Density)
 B-1
 B-1



 Site Information
 0908M-01-009.000
 0908M-01-014.000
 Zoning: B-1 (Neighborhood
 DEDE DR
 Business)
 Size: 11.63 Acres
 Flood: X

 0 25 50 75

 Yards

 1 inch = 150 feet




 R-4
 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
 R-1-7.5 form of any of the materials published on this map. The
R-1-10 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 0908M-01-009.000 DEDEAUX PROPERTIES 1, LP (OWNER) P.O. BOX 926 GULFPORT MS 39502
 TERRY MORAN (AGENT) 1806 23RD AVE STE B GULFPORT MS 39501
 Adjacent Property Owners (2607PC093)
 55244 0908L-02-015.019 CONLEY JENNIE 144 FAUST DR GULFPORT MS 39503
 102729 0908M-01-014.002 SCHAFHIRT CYNTHIA JO 13185 JOHN RD GULFPORT MS 39503
 57876 0908L-01-003.000 COAST ELECTRIC POWER ASSN P O BOX 359 KILN MS 39556
 55122 0908L-02-012.000 SULLENS DELBERT LEON & TRISHA DIANN 2 WINGATE DR GULFPORT MS 39503
 55264 0908L-02-015.000 CHANDLER JUSTIN 106 FAUST DR GULFPORT MS 39503
 55246 0908L-02-015.017 HARPER GLORIA J 140 FAUST DR GULFPORT MS 39503
 55241 0908L-02-015.030 LOTT ROBERT C 13506 DEDEAUX RD GULFPORT MS 39503
 55263 0908L-02-015.001 ALEJANDRO ARMANDO E & JOSEFINA I 108 FAUST DR GULFPORT MS 39503
 N 55243 0908L-02-015.028 CONLEY JENNIE 144 FAUST DR GULFPORT MS 39503
 N 10187 0908L-02-013.000 GULFPORT CITY OF P O BOX 1780 GULFPORT MS 39502
 9904 0908L-01-004.000 WB PROPERTY LLC 13430 DEDEAUX RD GULFPORT MS 39503
 102728 0908M-01-014.001 LADNER DICKIE JOE & JENNIFER A 24040 TIM BRADLEY RD SAUCIER MS 39574
 121738 0908M-01-017.069 MCGILL PROPERTIES INC P O BOX 2163 GULFPORT MS 39505
 121737 0908M-01-017.068 CASIANO DAMARIS 11170 DEDE DRIVE GULFPORT MS 39503
 N 121506 0908M-01-017.001 GULFPORT CITY OF 0
 121754 0908M-01-017.085 COMEAU JENNIFER 11181 DEDE DR GULFPORT MS 39503
 121755 0908M-01-017.086 MACH VI HOLDING LLC 6001 OLDE OAKVIEW OCEAN SPRINGS MS 39564
 121752 0908M-01-017.083 HERRITT TIFFANY N 13380 CHRIS DR GULFPORT MS 39503
 N 121756 0908M-01-017.087 SUMELONG SAMUEL KWEWE C/O 8917 LORRAINE RD GULFPORT MS 39503
 121753 0908M-01-017.084 MIXON MARTIN F 11190 DEDE DR GULFPORT MS 39503
 121757 0908M-01-017.088 TOLAR TERRY & EILERMANN JANET 2620 RUE PALAFOX BILOXI MS 39531
 55245 0908L-02-015.018 MANALO RICHARD 142 FAUST DR GULFPORT MS 39503
 133033 0908M-01-009.001 DEDEAUX PROPERTIES I LP 13407 DEDEAUX RD GULFPORT MS 39503
 N 57884 0908M-01-008.000 DEDEAUX PROPERTIES I LP 13407 DEDEAUX RD GULFPORT MS 39503
 N 100061 0908L-01-004.001 WB PROPERTY LLC 13430 DEDEAUX RD GULFPORT MS 39503
 N 11786 0908M-01-009.000 DEDEAUX PROPERTIES I LP 13407 DEDEAUX RD GULFPORT MS 39503
 57888 0908M-01-012.000 HEINZ CHAS MRS 1604 BELMONT PL METAIRIE LA 70001
 N 57894 0908M-01-013.000 LADNER DICKIE JOE & JENNIFER A 24040 TIM BRADLEY RD SAUCIER MS 39574
 57886 0908M-01-010.000 HALLER REAL ESTATE LLC 14 KIMBALL DRIVE GULFPORT MS 39507
 11680 0908M-01-007.000 ALLEN BEVERAGES INC P O BOX 2037 GULFPORT MS 39505
 N 57893 0908M-01-014.000 DEDEAUX PROPERTIES I LP 13407 DEDEAUX RD GULFPORT MS 39503
 N 142202 0908L-02-015.033 GULFPORT CITY OF PO BOX 1780 GULFPORT MS 4E+08
2607PC093 Zoning Map Amendment
 Legend
 Site
 4TH ST
 DR Street
 O D
 WO Buildings
 ET
 FLE




 WINGATE DR CLEVE ALLEN DR
 MCCAFFREY RD
 U ST DR
 FA
 55263 55122
 55246 55244 57876
 55245 100061 9904
 55264
 55241 55243
 10187
 142202
 DEDEAUX RD



 57884




 STEWART RD
 57886 11786 11680
 0 40 80 120
 133033
 Yards

 1 inch = 300 feet
 57893 121753




 µ
 121752
 57893 DEDE DR

 121506
 CHRIS DR
 121754
 102728 121755 121738
 121756
 57888 121737
 121757
 DATA DISCLAIMER: All information
 102729
 that is provided on this map is
 believed to be correct. However, no
 liability is assumed by the City of
 57894 Gulfport for errors in substance or
 form of any of the materials published
 MARTIN CT 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
 SONJA accuracy, completeness, or adequacy
 DR of the information contained on this
 RUDOLPH DR VIXEN LOOP map are expressed or implied.