Case 1882 - Oxford, Mississippi · (GB) General Business. The remainder; zoned (RB) Two-Unit...

1

Case 1882

Applicant: Park West, LLC Owner: Park West, LLC Request: Site plan approval Location: Highway 6 West (PPIN 34369 and 7457) Zoning: (GB) General Business and (RB) Two-unit Residential Zoning History: Part of the 2007 annexation Surrounding Zoning:

North: (RB) Two-unit Residential – Civic Club of Lafayette County South: (GB) General Business – Church and Belk Ford/Toyota East: (GB) General Business and (RB) Two-unit Residential – Gas station/convenient store West: (GB) General Business and (RB) Two-unit Residential – Masonic Lodge and Church Salem United Methodist

Planner’s Comments: The subject property is located on the north side of Highway 6 West and measures approximately 4.772 acres in total; the property is divided into two zoning classifications. The parcel adjacent to Hwy. 6 is approximately a 1.699 acre parcel and is zoned (GB) General Business. The remainder; zoned (RB) Two-Unit Residential is located to the rear or north and measures approximately 3.073 acres. A site plan was approved in 9/2012 for Stout’s Sports Academy. The property was cleared and leveled to construct a commercial sports facility; however the project was never completed. The applicant is seeking site plan approval to construct a commercial condominium complex comprised of two, 2-story professional office buildings for an approximate total of 23,500 square feet on the portion of the property zoned (GB) General Business and a 18-unit residential condominium complex on the property zoned (RC) Two-Unit Residential. The applicant is employing a LID (Low Impact Development) technique by using bioswales in the large cul-de-sac in the rear of the property and along the northwest border of the site; reducing the impact on the City’s underground storm system.

2

The semi-circular drive serves as a traffic calming measure between the residential and commercial uses. The applicants met with the site plan review committee on August 27th and have made all necessary revisions. Recommendation: Staff recommends approval of the site plan for ‘Park West’- a mixed use condominium complex with the following conditions:

1. All storm water calculations for the project shall be approved by the City’s engineers prior to the issuance of any permits. 2. A copy of the covenants as stamped and recorded in the Chancery Clerk’s office to be submitted to the planning department prior to the issuance of a Certificate of Occupancy. 3. Site plan filed with the chancery clerk to contain language regarding condominium complex’s as defined by the City of Oxford’s Land Development

Code and that the homeowners association maintain all common areas indicted on the recorded plan.

4. The covenants shall include language that the ‘Non-parking’ areas will be the owner’s responsibility to enforce.

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1) IT IS RECOMMENDED THAT SOIL BORINGS BE PERFORMED ON SITE PRIOR TO CONSTRUCTION

2) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT EXISTING STRUCTURES SUCH AS PIPES, INLETS, CURBS, ETC. FROM DAMAGE WHICH MIGHT OCCUR DURING CONSTRUCTION. EXTREME CARE SHALL BE EXERCISED IN UNDERCUT AREAS AND THE UNDERCUT DEPTH MAY BE ADJUSTED AT CROSS DRAINS, AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL REPLACE OR REPAIR, AS DIRECTED BY THE ENGINEER, ANY STRUCTURES DAMAGED DURING THE LIFE OF THE CONTRACT. NO PAYMENT WILL BE MADE FOR REPLACEMENT OR REPAIR OF DAMAGES.

3) ALL EXISTING UTILITIES OR OTHER OBSTRUCTIONS, WHICH CONFLICT WITH REQUIRED CONSTRUCTION SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE AS AN ABSORBED ITEM.

4) THE EROSION CONTROL DEVICES REFERENCED IN THESE PLANS ARE A MINIMUM REQUIREMENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT SILT DOES NOT LEAVE THE CONSTRUCTION SITE OR CONTAMINATE WATERS OF THE U.S. DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A "SMALL CONSTRUCTION NOTICE OF INTENr PERMIT AS REQUIRED BY THE MISSISSIPPI DEPARTMENT OF ENVIRONMENTAL QUALITY AND MAINTAIN THE PLAN DURING CONSTRUCTION.

5) EXISTING llTILITIES ON THE DRAWINGS ARE SHOWN IN THEIR ORIGINAL LOCATION BASED UPON THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER CAN NOT AND DOES NOTWARIRANT THAT THIS INFORMATION IS COMPLETE OR ACCURATE. THE CONTRACTOR MUST COORDINATE DIRECTLY WITH THE INVOLVED UTILITY OWNERS (INCLUDING MISSISSIPPI ONE CALL) TO HAVE UNDERGROUND l!TILITY LINES LOCATED IN ADVANCE OF CONSTRUCTION.

6) WORK ON STRUCTURES FOR THIS PROJECT REQUIRES EXCAVATION IN THE IMMEDIATE VICINITY OF ADJACENT PROPERTIES. THEREFORE, THE RISK OF A FAILURE OCCURRING DURING THE EXCAVATION REQUIRES THAT EXTREME CAUTION BE EXERCISED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE WHAT BRACING, SHORING OR GROUND SUPPORT SYSTEM THAT IS DEEMED NECESSARY TO PREVENT A FAILURE AND PROTECT THE PERSONS WORKING NEAR THE EXCAVATION, THE PUBLIC THAT MAY BE ABOVE THE EXCAVATION OR ANY STRUCTURE ADJACENT TO THE EXCAVATION. ALL COSTS FOR ANY PROTECTIVE MEASURES, INCLUDING THE MATERIALS AND LABOR FOR DESIGNING, DRAWING AND CONSTRUCTING THE FACILITY, SHALL BE INCLUDED IN THE PRICE BID FOR CONTRACT ITEMS.

7) IN ORDER TO HOLD SILT TO A MINIMUM, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL AND MAINTAIN TEMPORARY EROSION CONTROL MEASURES (SILT FENCE, DITCH CHECKS, ETC.)

8) ANY AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR (TO INCLUDE GRASSING AND SITE GRADING) AS DIRECTED BY THE ENGINEER, ARCHITECT OR OWNER. CONTRACTOR SHALL PROVIDE TEMPORARY EROSION CONTROL FOR DISTURBED AREA UNTIL THEY HAVE BEEN GRASSED AND GROWTH ESTABLISHED.

9) THIS PLAN DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF INSTALLING TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE MUTCD. OTHER SIGNS AND TRAFFIC CONTROL DEVICES MAY BE REQUIRED DURING THE VARIOUS PHASES OF CONSTRUCTION. ALL TRAFFIC CONTROL DEVICES ON THIS PROJECT SHALL COMPLY WITH PART VI OF THE M.U.T.C.D. (LATEST EDITION).

10) THE CONTRACTOR IS TO REMOVE AND RESET ANY SIGNS WHICH CONFLICT WITH CONSTRUCTION.

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) 11) THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING GRADES AND MAKING ADJUSTMENTS AS NECESSARY WITH THE APPROVAL OF THE PROJECT ENGINEER.

_j 12) TRUNCATED DOMES REQUIRED AT ALL SIDEWALK CROSSINGS, COLOR SHALL MEET SPECIFICATIONS FOR THE CITY OF Oxfom.

13) ALL SPOT GRADES SHOWN ALONG CURB ARE TO TOP BACK OF CURB, GRADES SHOWN IN OTHER AREAS ARE - TO FINISHED GRADE.

14) CONTRACTOR SHALL ENSURE DRAINAGE AWAY FROM BUILDING.

15) CONTRACTOR SHALL VERIFY ALL SIDEWALKS AND RAMPS MEET A.DA REQUIREMENTS.

16) BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY OWNER.

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For Approval and Permitting

WILLIAMS ENGINEERING CONSULTANTS, INC. Professional Engineers I Professional Land Surveyors

720 NORTH LAMAR BOULEVARD, SUITE A P.O. BOX 1197 OXFORD, MISSISSIPPI 36655

662.236.9675

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Property lnformaUon Total Property = 4. Tl Acres Zoned GB = 1.699 Acres Zoned RB = 3.073 Acres

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--Rasidential = 133,854 sf/ 7,500 sf per unit= 17.84 units allowed =17 units shown Total building coverage allowed (30%) = 40, 158 sf 17 Units X 1,080 sf footprint= 18,360 sf Total Building coverage shown= 18,380 sf (13.72%) Total Hardscape coverage 56,933 sf or 1.307 Ac (42.53%) Total Green Space Provided= 1.766 Ac (57.47%) 17 unils@3 BR per unit= 51 beds Par~ng required = 34 spaces (2 per unit) Par~ng Provided = 57 Commercial = 74,008 sf X 50% = 37,004 sf footprint

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Two - 2 story commercial buildings mix of office and retail Building Footprint= 11,750 sf- Total Building area 23,500 sf Prof. Office (1/250) = 94 spaces Retail Sales 1/300) = 78 spaces Spaces Provided = 94 (Including 4 HC Spaces) Total No Total building coverage Maximum Total Hardscape coverage 54,280sfor1.246 Ac (73.34%) Total Green Space Provided= 0.453 Ac (26.66%) Total Development Total Property= 4.77 Ac Total Hardscapes = 2.553 Ac (53.52%) Total Green Space= 2.219 Ac (46.48%)

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5) EXISTING l!TILITIES ON THE DRAWINGS ARE SHOWN IN THEIR ORIGINAL LOCATION BASED UPON THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER CAN NOT AND DOES NOT WARiRANT THAT THIS INFORMATION IS COMPLETE OR ACCURATE. THE CONTRACTOR MUST COORDINATE DIRECTLY WITH THE INVOLVED UTILITY OWNERS (INCLUDING MISSISSIPPI ONE CALL) TO HAVE UNDERGROUND llTILITY LINES LOCATED IN ADVANCE OF CONSTRUCTION.

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6) WORK ON STRUCTURES FOR THIS PROJECT REQUIRES EXCAVATION IN THE IMMEDIATE VICINITY OF ADJACENT PROPERTIES. THEREFORE, THE RISK OF A FAILURE OCCURRING DURING THE EXCAVATION REQUIRES THAT EXTREME CAUTION BE EXERCISED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE WHAT BRACING, SHORING OR GROUND SUPPORT SYSTEM THAT IS DEEMED NECESSARY TO PREVENT A FAILURE AND PROTECT THE PERSONS WORKING NEAR THE EXCAVATION, THE PUBLIC THAT MAY BE ABOVE THE EXCAVATION OR ANY STRUCTURE ADJACENT TO THE EXCAVATION. ALL COSTS FOR ANY PROTECTIVE MEASURES, INCLUDING THE MATERIALS AND LABOR FOR DESIGNING, DRAWING AND CONSTRUCTING THE FACILITY, SHALL BE INCLUDED IN THE PRICE BID FOR CONTRACT ITEMS • ~---

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9) THIS PLAN DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF INSTALLING TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE MllTCD. OTHER SIGNS AND TRAFFIC CONTROL DEVICES MAY BE REQUIRED DURING THE VARIOUS PHASES OF CONSTRUCTION. ALL TRAFFIC CONTROL DEVICES ON THIS PROJECT SHALL COMPLY WITH PART VI OF THE M.U.T.C.D. (LATEST EDITION).

10) THE CONTRACTOR IS TO REMOVE AND RESET ANY SIGNS WHICH CONFLICT WITH CONSTRUCTION.

11) THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING GRADES AND MAKING ADJUSTMENTS AS NECESSARY WITH THE APPROVAL OF THE PROJECT ENGINEER.

12) TRUNCATED DOMES REQUIRED AT ALL SIDEWALK CROSSINGS, COLOR SHALL MEET SPECIFICATIONS FOR THE CITY OF Oxford.

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14) CONTRACTOR SHALL ENSURE DRAINAGE AWAY FROM BUILDING.

15) CONTRACTOR SHALL VERIFY ALL SIDEWALKS AND RAMPS MEET A.DA REQUIREMENTS •

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4) THE EROSION CONTROL DEVICES REFERENCED IN THESE PLANS ARE A MINIMUM REQUIREMENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT SILT DOES NOT LEAVE THE CONSTRUCTION SITE OR CONTAMINATE WATERS OF THE U.S. DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A 0SMALL CONSTRUCTION NOTICE OF INTENT' PERMIT AS REQUIRED BY THE MISSISSIPPI DEPARTMENT OF ENVIRONMENTAL QUALITY AND MAINTAIN THE PLAN DURING CONSTRUCTION.

5) EXISTING UTILITIES ON THE DRAWINGS ARE SHOWN IN THEIR ORIGINAL LOCATION BASED UPON THE BEST INFORMATION AVAILABLE TO THE ENGINEER THE ENGINEER CAN NOT AND DOES NOT WARRANT THAT THIS INFORMATION IS COMPLETE OR ACCURATE. THE CONTRACTOR MUST COORDINATE DIRECTLY WITH THE INVOLVED UTILITY OWNERS (INCLUDING MISSISSIPPI ONE CALL) TO HAVE UNDERGROUND UTILITY LINES LOCATED IN ADVANCE OF CONSTRUCTION.

6) WORK ON STRUCTURES FOR THIS PROJECT REQUIRES EXCAVATION IN THE IMMEDIATE VICINITY OF ADJACENT PROPERTIES. THEREFORE, THE RISK OF A FAILURE OCCURRING DURING THE EXCAVATION REQUIRES THAT EXTREME CAUTION BE EXERCISED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE WHAT BRACING, SHORING OR GROUND SUPPORT SYSTEM THAT IS DEEMED NECESSARY TO PREVENT A FAILURE AND PROTECT THE PERSONS WORKING NEAR THE EXCAVATION, THE PUBLIC THAT MAY BE ABOVE THE EXCAVATION OR ANY STRUCTURE ADJACENT TO THE EXCAVATION. ALL COSTS FOR ANY PROTECTIVE MEASURES, INCLUDING THE MATERIALS AND LABOR FOR DESIGNING, DRAWING AND CONSTRUCTING THE FACILITY, SHALL BE INCLUDED IN THE PRICE BID FOR CONTRACT ITEMS.


8) ANY AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR (TO INCLUDE GRASSING AND SITE GRACING) AS DIRECTED BY THE ENGINEER, ARCHITECT OR OWNER CONTRACTOR SHALL PROVIDE TEMPORARY EROSION CONTROL FOR DISTURBED ARIEA UNTIL THEY HAVE BEEN GRASSED AND GROWTH ESTABLISHED.

9) THIS PLAN DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF INSTALLING TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE MUTCD. OTHER SIGNS A_!:ll:l-<RJllFFIC---CONTROL DEVICES MAY BE REQUIRED DURING THE VARIOUS PHASES OF CO RUCTION. ALL TRAFFIC CONTROL DEVICES ON THIS PROJECT SHALL COMPLY WITH P THE M.U.T.C.D. (LATEST EDITION).

10) THE CONTRACTOR IS TO REMOVE AND RESET ANY SIGNS WHICH 'NFLICT WITH l!DNSTRUCTION.

11) THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF l\XISTING GRACES AND MAKING ADJUSTMENTS AS NECESSARY WITH THE APPROVAL OF THE PROJEci; ENGINEER.

12) TRUNCATED DOMES REQUIRED AT ALL SIDEWALK CROSSINGS, COL°'\ SHALL MEET SPECIFICATIONS FOR THE CITY OF Oxfonl. - - '

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FIRE HYDRANT UTILITY POLES SPOT ELEVATION BENCHMARKS GUARD POST INLET EXISTING MANHOLES WATER METERS WATER VALVE PROPERTY CORNERS MONUMENTS FOUND

/ /" / EROSION CONTROL NOTES:

Y 1. THE CONTRACTOR SHALL BE RESPONSIBLE MEETING AND MAINTAINING ALL REQUIREMENTS OF THE MISSISSIPPI

/ / DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) SMALL CONSTRUCTION GENERAL PERMIT (SCNOl). INCLUDING

BUT IS NOT LIMITED TO EROSION CONTROL INSPECTIONS. THE STORM WATER POLLUTION PREVENTION PLAN

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,, " / (SWPPP) AND MDEQ CONSTRUCTION GENERAL PERMIT WILL BE PROVIDED TO THE OWNER, BUT SHALL BE

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MAINTAINED BY THE CONTRACTOR. THE CONTRACTOR SHALL NOT START CONSTRUCTION UNTIL A COPY OF THE SWPPP AND MDEQ CONSTRUCTION GENERAL PERMIT IN HAND.

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I 7/ / 2. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES FOR THE ENTIRE DURATION OF SITE CONSTRUCTION ACTMTIES OR UNTIL GROWTH OF GRASS IS ESTABLISHED.

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3. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN EROSION CONTROL DURING CONSTRUCTION BY THE PLACEMENT OF SILT FENCES, WATTLES OR OTHER EROSION CONTROL DEVICES WHERE NECESSARY TO PREVENT SILT OR SEDIMENT ACCUMULATION IN ANY DITCHES, PIPES, DRAINAGE STRUCTURES OR ON ADJACENT PROPERTIES. THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL EROSION CONTROL AS NEEDED OR AS DIRECTED BY THE ENGINEER.

4. ALL NEW CUT OR FILL AREAS LACKING ADEQUATE VEGETATION SHALL BE FERTILIZED, MULCHED, SEEDED AND/OR SODDED AS REQUIRED TO EFFECTIVELY CONTROL SOIL EROSION.

5. SEE STORM WATER POLLUTION PREVENTION PLAN FOR HOUSEKEEPING CONTROLS.

6. CONTRACTOR SHALL SET ASIDE AN AREA NEAR THE CONSTRUCTION ENTRANCE FOR ALL CONCRETE WASH DOWN OPERATIONS. THE CONTRACTOR SHALL INSTALL AN EARTHEN BERM AROUND THE WASH DOWN AREA TO INSURE NO WATER IS ALLOWED TO LEAVE THE AREA. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THIS AREA FOR THE ENTIRE LENGTH OF THE PROJECT.

7. EXISTING VEGETATION ALONG PROPERTY LINES WILL BE RETAINED WHERE ALLOWABLE .

8. NO MUD, SILT OR SEDIMENT IS ALLOWED TO GATHER ON PUBLIC ROADS. THE CONTRACTOR SHALL IMMEDIATELY TAKE ACTION TO REMOVE MATERIAL.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING DUST TO A MINIMUM AT ALL TIMES.

10. ALL INLETS SHALL RECEIVE INLET PROTECTION AT ALL TIMES DURING CONSTRUCTION.

11. CONCRETE WASH OUT AREA, MATERIAL STORAGE AREA AND EMERGENCY MAINTENANCE AREA TO BE LOCATED NEAR JOB TRAILER. JOB TRAILER LOCATION TO BE DETERMINED BY CONTRACTOR.

12. CONTRACTOR SHALL SHALL LIMIT CONSTRICTION ACTIVITIES ON EXISTING ESTABLISHED SLOPES.

13. SILT FENCE SHALL BE INSTALLED FOR EROSION CONTROL PURPOSES AND AS A CONSTRUCTION BARRIER.

14. IT IS ULTIMATELY THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT SEDIMENT DOES NOT LEAVE THE SITE OR ENTER ADJACENT DRAINAGE AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO USE ADDITIONAL BEST MANAGEMENT PRACTICES. SHALL BE ADDED AT THE CONTRACTORS

15. THE CONTRACTOR SHALL COMPLY ALL LOCAL AND STATE REGULATIONS CONCERNING. ACTIVITIES.

CONSTRUCTION

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SITE/LANDSCAPING ------------------------------------------------------------------------------------------------------------

SITE LANDSCAPE NOTES ====================================================== TOPSOIL & MULCH IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FILL PLANTING BEDS WITH 4' OF THE BEST AVAILABLE ON-SITE TOPSOIL IF THE LANDSCAPE CONTRACTOR FEELS THAT MORE ON-SITE TOPSOIL OR OFF-SITE TOPSOIL IS REQUIRED FOR THE LONG TERM SURVIVAL OF THE PLANT MATERIALS, THEN HE SHALL INCLUDE THIS ON HIS PROPOSAL AS AN AL TERNA TE.

TOPSOIL SHALL BE CLEANED AND PULVERIZED AS NECESSARY BY LANDSCAPE CONTRACTOR TO PROVIDE A FINE, EVEN TEXTURED SOIL FOR PLANTING BEDS.

LANDSCAPE CONTRACTOR SHALL PROVIDE FERTILIZER FOR PLANTING BEDS AS REQUIRED.

LANDSCAPE CONTRACTOR SHALL PROVIDE 'Z' OF BARK MULCH AT ALL PLANTING BEDS, INDIVIDUAL TREES AND SHRUB GROUPINGS. PRIOR TO MULCHING,

PLANTING BEDS SHALL BE TREATED WITH A GRANULAR HERBICIDE TO PREVENT WEED GROWTH.

INDIVIDUAL TREES SHALL HAVE 3' DIAMETER MIN OF MULCH. SHRUB GROUPINGS SHALL HAVE CONTINUOUS MULCH AREA OF 3' MIN WIDTH. ENTIRE AREA OF PLANTING BEDS SHALL BE MULCHED, UNLESS OTHERWISE NOTED.

PLANT MATERIAL PROVIDE & INSTALL PLANT MATERIAL AS PER MATERIAL SCHEDULE.

I MST OXFORO IJE/tE'LOPAIEAIT LLLl(!DSCAPE CONTRACTOR SHALL PROVIDE FOR THE FOLLOWING:

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1. WATERING OF ALL PLANT MATERIALS FOR 30 DAYS AFTER COMPLETION OF INSTALLATION. WATERING MAY BE BY IRRIGATION SYSTEM, IF ANY; SITE OR BUILDING WATER LINES; OR IF NECESSARY, BYWATER HAULED ONTO SITE. COORDINATE WITH THE OWNER REGARDING WATERING METHOD.

2. GENERAL CARE INCLUDING, BUT NOT LIMITED TO, FERTILIZATION, REQUIRED HERBICIDAL OR PESTICIDAL TREATMENTS, PRUNING & WEEDING, FOR 30 DAYS AFTER COMPLETION OF INSTALLATION. THIS SHALL NOT INCLUDE MOWING GRASS OUTSIDE PLANTING BEDS.

3. CONTRACTOR SHALL COORDINATE WITH THE OWNERS PROPERTY MANAGER FOR LONG TERM MAINTENANCE

4. LANDSCAPE DESIGNER, LANDSCAPE INSTALLER AND OWNER SHALL ADJUST PLANT MATERIAL TO BETTER NEIGHBORHOOD AND ENVIRONMENT. ALL REPLACEMENT PLANT MATERIALS SHALL MEET OR EXCEED THE REQUIREMENTS.

------------E PLANTINGS.

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662.236.9675

Case 1882 - Oxford, Mississippi · (GB) General Business. The remainder; zoned (RB) Two-Unit...

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Transcript of Case 1882 - Oxford, Mississippi · (GB) General Business. The remainder; zoned (RB) Two-Unit...