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2. 26-482 200 W. GARDEN STREET
The City of Pensacola's Architectural Review Board is planning a conceptual review for a new shopping center at 200 West Garden Street. This property is located within the Palafox Historic Business District and is currently zoned C-2A. The project is in the early stages of review, meaning there is potential for contractors, suppliers, and service providers to engage with the development process. If approved, this project would likely involve site preparation, including clearing and grading, followed by the construction of underground utilities and infrastructure. Subsequent phases would include vertical construction of the shopping center, interior and exterior finishes, and final landscaping. Local businesses in construction, supply, and related services are encouraged to learn more about this planned development as it moves through the review process, as early engagement can provide a competitive advantage before detailed plans and bids are finalized.
- Board:
- Architectural Review Board Meeting
- Date:
- 2026-04-16
- Type:
- Agenda_item
- Decision:
- City Council
- Address:
- 200 W. Garden Street
2. 26-482 200 W. GARDEN STREET
A new shopping center is being proposed for 200 West Garden Street, located within the Palafox Historic Business District. The property is currently zoned C-2A. This project is currently undergoing conceptual review by the Architectural Review Board. The proposal includes the development of a new shopping center. This early stage means that site plans, bids, and permits are not yet finalized. The project is expected to involve site clearing and grading, followed by underground utility work, and then the construction of the building structure. Subsequent phases would include interior and exterior finishes, and final landscaping. Contractors, suppliers, and service providers in construction, site preparation, and material supply could find opportunities. Reaching out now, before final plans are set, offers a chance to get involved early.
- Board:
- Architectural Review Board Meeting
- Date:
- 2026-04-16
- Type:
- Agenda_item
- Decision:
- City Council
- Address:
- 200 W. Garden Street
3. 26-483 2305 W. CERVANTES STREET
A historic structure demolition application has been submitted for 2305 W. Cervantes Street. This item is currently under review by the City of Pensacola's Architectural Review Board. The proposed action involves the demolition of an existing historic structure. This process would likely involve site preparation, demolition services, and waste removal. Contractors specializing in demolition and site clearing may find opportunities as this application moves through the review process. Early engagement with the project stakeholders could provide an advantage before final plans and permits are issued.
- Board:
- Architectural Review Board Meeting
- Date:
- 2026-04-16
- Type:
- Agenda_item
- Address:
- 2305 W. Cervantes Street
3. 26-483 2305 W. CERVANTES STREET
A conceptual review is planned for a new shopping center at 200 W. Garden Street. Branch Acquisition Company is proposing this development, which would include a grocery store of 30,990 square feet, a large parking lot with over 240 spaces, a pocket park, and extensive landscaping. The project also involves historic walls along Garden Street and Spring Street, and LED lighting. This item is currently under review, seeking broad feedback on building materials, siting, and massing. The project would involve site clearing, grading, underground utility work, concrete and paving for the parking lot, building construction, and final landscaping. Local contractors, trades, suppliers, and service providers are encouraged to reach out early to understand the project scope and potential opportunities before bids and permits are finalized.
- Board:
- Architectural Review Board Meeting
- Date:
- 2026-04-16
- Type:
- Agenda_item
- Address:
- 200 W. Garden Street
- Applicant:
- Branch Acquisition Company
Agenda Packet_04.16.2026
[200 W. Garden Street; case 26-482] Conceptual review for a new shopping center at 200 W. Garden Street. The project includes a 30,990 sq ft grocery store, retail spaces, parking for over 240 vehicles, a pocket park, and extensive landscaping. The applicant is seeking feedback on building materials, siting, and massing. The project is located in the Palafox Historic Business District and zoned C-2A. [2305 W. Cervantes Street; case 26-483] Historic structure demolition application for 2305 W. Cervantes Street. [511 E. La Rua Street] Approval to replace fourteen aluminum windows with vinyl windows at a contributing structure in the Old East Hill preservation district (Zone OEHR-2). The applicant, Lee's Glass, had already ordered the custom windows and stated the owner chose vinyl due to cost. The board approved the application as submitted. Public comment from the Old East Hill Property Association Architectural Committee noted there is no official policy on vinyl windows but that the board has previously allowed such replacements. [412 W. Lloyd Street] Approval to infill a window at the rear of the home as part of a bathroom remodel to improve accessibility. The opening will be filled with brick to match the existing brick. The property is in the North Hill preservation district (Zone PR-1AAA). The application was approved as submitted. [314 S. Florida Blanca Street] Final approval for modifications and a new rear/side addition (~890 sq ft) at a contributing structure in the Pensacola historic district (Zone HC-1). The project includes reclaimed brick steps, new wood shutters, cypress siding, a 5V metal roof, wood windows, French doors, a gravel driveway, and a 12' x 8' garden shed. The applicant, Michael and Patricia Mangrum, presented changes from a previous submission, including an expanded second-floor footprint for a bathroom remodel. Board members complimented the project. Approved as submitted. [307 S. Reus Street] Final review for partial demolition and modifications to a commercial structure at 307 S. Reus Street (Governmental center district / Zone C-2). The project involves demolishing the front of a warehouse, constructing a new facade with CMU walls, a bi-fold glass and metal door, and LED lighting. A new parking lot with screening, including crepe myrtles and a CMU wall featuring original 'PFEIFFER' signage, is also proposed. The applicant, ParsCo LLC, incorporated recommended changes for parking lot screening. Approved as submitted. [232 E. Main Street] Conceptual review for a new entryway and modifications to a noncontributing structure at 232 E. Main Street in the Pensacola historic district (Zone HC-1). The project includes a new entry addition, a smoker tower area, a dumpster enclosure, window replacement, and new LED lighting. The applicant, Scott Salis, presented the project, stating the renter wants to redirect the entry to encourage pedestrian traffic. The board conceptually approved the project. Board Advisor Ross noted it is UWF Historic Trust's building and recommended cleaning up back-of-house areas and screening the existing smoker.
- Board:
- Architectural Review Board Meeting
- Date:
- 2026-04-16
- Type:
- Agenda_packet
- Decision:
- Conceptual Review
- Address:
- 200 W. Garden Street
- Applicant:
- Branch Acquisition Company
Agenda_04.16.2026
The City of Pensacola Architectural Review Board agenda for April 16, 2026, includes two new business items. Item 2 (Case 26-482) involves a conceptual review for a new shopping center at 200 W. Garden Street, located in the Palafox Historic Business District, Zone C-2A, City Council District 6. Item 3 (Case 26-483) is a historic structure demolition application for 2305 W. Cervantes Street, City Council District 7. The agenda also includes approval of previous meeting minutes (Case 26-481) and an open forum.
- Board:
- Architectural Review Board Meeting
- Date:
- 2026-04-16
- Type:
- Agenda
- Address:
- 200 W. Garden Street; 2305 W. Cervantes Street
1. 26-466 PLANNING BOARD MEETING MINUTES FROM MARCH 10, 2026
Planning Board Meeting listed this item on its agenda for 2026-04-14 in City of Pensacola. The posted record gives the item title and nothing else, so there is no site, no size and no applicant on file for it yet. Local businesses that want to follow it can open the official agenda link above and watch for the fuller write-up the body posts as the meeting gets closer.
- Board:
- Planning Board Meeting
- Date:
- 2026-04-14
- Type:
- Agenda_item
1. 26-466 PLANNING BOARD MEETING MINUTES FROM MARCH 10, 2026
Planning Board Meeting listed this item on its agenda for 2026-04-14 in City of Pensacola. The posted record gives the item title and nothing else, so there is no site, no size and no applicant on file for it yet. Local businesses that want to follow it can open the official agenda link above and watch for the fuller write-up the body posts as the meeting gets closer.
- Board:
- Planning Board Meeting
- Date:
- 2026-04-14
- Type:
- Agenda_item
1. 2907 E. Blount Street_Images
A proposal is under review for a property located at 2907 E. Blount Street. The current use of the property is not specified. The proposal involves a new development project. This item is currently under review by the Planning Board. The project is expected to involve site preparation, grading, and potentially underground utility work. Following this, construction of new structures would begin, followed by interior and exterior finishing trades. Finally, landscaping would be installed. Local contractors, suppliers, and service providers are encouraged to reach out early to learn more about this developing opportunity before formal bid processes begin.
- Board:
- Planning Board Meeting
- Date:
- 2026-04-14
- Type:
- Agenda_item
- Address:
- 2907 E. Blount Street
1. 50 S. 9th Avenue_Images
A proposal is under review for a property located at 50 S. 9th Avenue. The current use or zoning of this property is not stated. The proposed use or zoning is also not stated. This item is currently under review by the Planning Board Meeting, City of Pensacola, Escambia. The project, if approved, would likely involve site clearing and grading, followed by underground utility work and paving. Subsequent phases could include vertical construction, mechanical and finish trades, and final landscaping. Local contractors, trades, suppliers, and service providers are encouraged to engage early, before site plans, bids, and permits are finalized, to understand the potential scope and phases of this project and to explore opportunities for future work.
- Board:
- Planning Board Meeting
- Date:
- 2026-04-14
- Type:
- Agenda_item
- Address:
- 50 S. 9th Avenue
1. A FULLY AUTOMATED IRRIGATION SYSTEM PROVIDING 100% COVERAGE SHALL BE PROVIDED FOR ALL PLANTING AREAS, UNLESS NOTED OTHERWISE. SYSTEM SHALL BE IN OPERATION PRIOR TO INSTALLATION OF ANY PLANT MATERIAL OTHER THAN CANOPY TREES. 2. ALL PLANTING BEDS/ SHRUB & GROUNDCOVER AREAS TO BE IRRIGATED WITH EITHER 12" SPRAY POP -UPS &/OR A LANDSCAPE DRIP -LINE SYSTEM, UNLESS NOTED OTHERWISE. 3. ALL PLANTER POTS & RAISED PLANTERS TO BE IRRIGATED WITH MICRO SPRAY SPRINKLER HEADS. 4. IRRIGATION SYSTEM IS DESIGN/BUILD. CONTRACTOR TO PROVIDE DRAWINGS & CUT SHEETS OF ALL COMPONENTS. 5. PROVIDE AS -BUILT DRAWINGS OF IRRIGATION AFTER INSTALLATION.
This item concerns a planned fully automated irrigation system designed to provide 100% coverage for all planting areas. The system will be operational before any plant material, except canopy trees, is installed. Planting beds, shrub, and groundcover areas will use either spray pop-ups or a landscape drip-line system, while planter pots and raised planters will use micro spray sprinkler heads. The irrigation system is a design-build project, meaning the contractor will provide all drawings and component cut sheets, and submit as-built drawings after installation. This project is currently under review. The scope of work involves the design, supply, and installation of the entire irrigation system, including site preparation for underground lines, installation of sprinkler heads and drip lines, and final testing. Local contractors, suppliers, and service providers in irrigation, landscaping, and site preparation could find opportunities. Engaging early, before final plans and permits are set, offers the best chance to compete for this work.
- Board:
- Planning Board Meeting
- Date:
- 2026-04-14
- Type:
- Agenda_item
1. A TRUNK DIAMETER OF FOUR INCHES TO 11 INCHES = TWO THREE -INCH DBH TREES PLANTED FOR EACH ONE REMOVED.
Planning Board Meeting listed this item on its agenda for 2026-04-14 in City of Pensacola. The posted record gives the item title and nothing else, so there is no site, no size and no applicant on file for it yet. Local businesses that want to follow it can open the official agenda link above and watch for the fuller write-up the body posts as the meeting gets closer.
- Board:
- Planning Board Meeting
- Date:
- 2026-04-14
- Type:
- Agenda_item
1. ALL MATERIALS & CONSTRUCTION WITHIN RIGHT OF WAYS SHALL BE IN ACCORDANCE WITH THE CITY OF PENSACOLA STANDARD SPECIFICATIONS & CONSTRUCTION STANDARDS, & STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. EXISTING UTILITIES ARE SHOWN SCHEMATICALLY & ARE FOR THE CONTRACTOR'S GUIDANCE ONLY. THE LOCATION &/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, &, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS IN THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION. REPAIRS SHALL BE EQUAL TO OR BETTER THAN CONDITION PRIOR TO CONSTRUCTION. 4. ALL ONSITE PAVING DIMENSIONS ARE TO THE FACE OF CURB, WHERE APPLICABLE, UNLESS NOTED OTHERWISE. 5. ALL CURB RADII & SIDEWALK RETURNS ARE 2' UNLESS NOTED OTHERWISE. 6. ALL PAVING & EARTHWORK OPERATIONS SHALL CONFORM TO THE PROJECT GEOTECHNICAL REPORT. 7. BOUNDARY SURVEY: BOUNDARY SURVEY INFORMATION IS BASED ON THE BOUNDARY SURVEY. REFER TO THE BOUNDARY SURVEY & PLAT TO VERIFY PROPERTY LINES & EASEMENT LOCATIONS. 8. BUILDING DIMENSIONS: THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS TO VERIFY THE EXACT BUILDING DIMENSIONS. 9. LAY PAVERS IN PATTERN(S) SHOWN ON DRAWINGS. PLACE UNITS HAND TIGHT WITHOUT USING HAMMERS. MAKE HORIZONTAL ADJUSTMENTS TO PLACEMENT OF LAID PAVERS WITH RUBBER HAMMERS AS REQUIRED. 10. PROVIDE JOINTS BETWEEN PAVERS BETWEEN 1/16 IN. & 3/16 IN. (2 & 5 MM) WIDE. NO MORE THAN 5% OF THE JOINTS SHALL EXCEED 1/4" WI DE TO ACHIEVE STRAIGHT BOND LINES. 11. JOINT (BOND) LINES SHALL NOT DEVIATE MORE THAN ±1/2 IN. (±15 MM) OVER 50 FT. (15 M) FROM STRING LINES.12. FILL GAPS AT THE EDGES OF THE PAVED AREA WITH CUT PAVERS OR EDGE UNITS. 13. CUT PAVERS TO BE PLACED ALONG THE EDGE WITH A MASONRY SAW. 14. ADJUST BOND PATTERN AT PAVEMENT EDGES SUCH THAT CUTTING OF EDGE PAVERS IS MINIMIZED. 15. IN NO CASE SHALL A CUT PAVER BE LESS THAN 1/3 FULL PAVER SIZE. 16. PAVER DIMENSIONS ARE NOMINAL. PRIOR TO POURING SLABS, BANDING, OR OTHERWISE SETTING PAVER FIELDS, VERIFY ACTUAL PAVER SIZES & LAYOUT OF THE PAVER FIELDS. MAKE MINOR ADJUSTMENTS TO EDGE CONSTRAINTS AS REQUIRED TO ACCOMMODATE ACTUAL PAVER SIZES. NOTIFY LANDDESIGN IMMEDIATELY OF DISCREPANCIES &/OR ADJUSTMENTS.
This project involves construction work that must follow City of Pensacola and public works standards. Existing utilities are shown for guidance only; contractors must contact utility companies before excavation. The contractor will protect and repair any existing improvements damaged during construction. The project includes site clearing, grading, and paving operations that must conform to a geotechnical report. Specific instructions detail paver installation, including patterns, joint widths, and edge adjustments, requiring masonry saws for cuts. This project is currently under review, presenting an early opportunity for contractors. Work will likely involve site preparation, underground utility coordination, paving, and potentially vertical construction depending on the final plans. Local contractors, suppliers, and service providers in site prep, grading, concrete, paving, and utility coordination can find opportunities by engaging early before bids and permits are finalized.
- Board:
- Planning Board Meeting
- Date:
- 2026-04-14
- Type:
- Agenda_item
1. ALL MATERIALS, CONSTRUCTION METHODS, WORKMANSHIP, EQUIPMENT SERVICES & TESTING FOR ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE PROJECT DOCUMENTS & THE GOVERNING AUTHORITIES' REQUIREMENTS. IN THE EVENT OF A CONFLICT BETWEEN THE PROJECT DOCUMENTS & THE GOVERNING AUTHORITIES' REQUIREMENTS, THE MORE STRINGENT SHALL APPLY. 2. SUBGRADE PREPARATION, PAVEMENT STRENGTH & THICKNESS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT. A. PROOF -ROLL SUBGRADE: PRIOR TO PREPARATION OF THE SUBBASE, THE SUBGRADE SHALL BE PROOF -ROLLED WITH HEAVY PNEUMATIC EQUIPMENT. ANY SOFT OR PUMPING AREAS SHALL BE EXCAVATED TO FIRM SUBGRADE & BACKFILLED & COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. B. PAVEMENT SUBGRADE SHALL BE GRADED TO PREVENT PONDING & INFILTRATION OF EXCESSIVE MOISTURE ON OR ADJACENT TO THE PAVEMENT SUBGRADE. 3. THE USE OF "LEVEL UP" SAND UNDER PAVEMENT WILL NOT BE ACCEPTED, UNLESS NOTED OTHERWISE.. 4. CONCRETE SHALL NOT BE PLACED WHEN THE TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT & FALLING, BUT MAY BE PLACED WHEN THE TEMPERATURE IS ABOVE 35 DEGREES FAHRENHEIT & RISING. THE TEMPERATURE READING SHALL BE TAKEN IN THE SHADE AWAY FROM ARTIFICIAL HEAT. A. DO NOT PLACE CONCRETE WHILE IT IS RAINING OR WHEN RAIN IS IMMINENT. 5. CAST IN PLACE CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS: A. MINIMUM 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS NOTED OTHERWISE. B. AGGREGATES: ASTM C33 MAX 3/4" IN SIZE, UNLESS NOTED OTHERWISE C. SLUMP: 3 TO 5 INCHES D. AIR CONTENT: 4 TO 6 PERCENT BY VOLUME 6. CONCRETE THICKNESS: A. PEDESTRIAN AREA: 4" THICK, UNLESS NOTED OTHERWISE. B. ALL OTHER CONCRETE COMPONENTS INSTALL PER SIZE SPECIFIED IN DRAWINGS 7. CONCRETE REINFORCING: A. 4" THICK PAVING: 6x6 10/10 WIRE MESH, FLAT SHEETS UNLESS NOTED OTHERWISE IN DRAWINGS B. 6" THICK PAVING: #4s AT 24" SPACING UNLESS NOTED OTHERWISE IN DRAWINGS C. 8" THICK PAVING: #5's AT 24" SPACING UNLESS NOTED OTHERWISE IN DRAWINGS D. ALL PAVEMENT REINFORCING BARS SHALL BE GRADE 60 KSI DEFORMED BILLET STEEL BARS, UNCOATED FINISH. SIZE & SPACING SHALL BE IN ACCORDANCE WITH THE PAVING PLAN & DETAILS. E. ALL REINFORCING STEEL & DOWEL BARS IN PAVEMENT SHALL BE SUPPORTED & MAINTAINED AT THE CORRECT CLEARANCES BY THE USE OF BAR CHAIRS. 8. CONTROL JOINTS (TROWEL OR SAW CUT) A. TO BE PLACED AS INDICATED ON PLANS & DETAILS TO A MINIMUM DEPTH OF 1/8 OF CONCRETE THICKNESS. B. SAW CUT JOINTS TO BE EXECUTED WITHIN 12 HOURS OF CONCRETE PLACEMENT. C. SAWN JOINTS ARE TO BE TRUE IN ALIGNMENT & SHALL CONTINUE THROUGH ADJACENT CURBS. RADIAL JOINTS SHALL BE NO SHORTER THAN 18". D. SAWN JOINTS TO BE CLEANED OF DEBRIS, DIRT, DUST, SCALE, CURING COMPOUND & CONCRETE, BLOWN DRY & IMMEDIATELY SEALED. SEALANT MATERIAL SHALL BE SONNEBORN SONOLASTIC SL2 MULTI -COMPONENT, SELF -LEVELING, ELASTOMERIC POLYURETHANE OR EQUIVALENT. SEALANT COLOR SHALL MATCH PAVEMENT. 9. EXPANSION JOINTS A. PLACE AT A MAXIMUM SPACING OF 30' O.C. & COORDINATE WITH OVERALL PAVING PATTERN & COLOR. B. PROVIDE DOWELS AS SPECIFIED IN DRAWING DETAILS. C. CONTRACTOR SHALL PREPARE A JOINT LAYOUT & PROVIDE IT TO THE ENGINEER FOR REVIEW. THE JOINT LAYOUT SHALL BE PROVIDED A MINIMUM OF ONE WEEK PRIOR TO PLACING CONCRETE. PATTERN SHALL BE CAREFULLY DESIGNED BY THE CONTRACTOR TO AVOID IRREGULAR SHAPES. EXPANSION JOINTS SHALL NOT BE LOCATED ALONG VALLEYS IN PAVEMENT.
This agenda item outlines detailed specifications for construction improvements, focusing on subgrade preparation, pavement strength, and concrete placement. It specifies requirements for proof-rolling the subgrade, grading to prevent moisture issues, and the type of sand allowed. Concrete must meet specific strength, slump, and air content standards, with different thicknesses required for pedestrian areas and other components. Reinforcing steel, wire mesh, and dowel bars are detailed for various concrete thicknesses, along with requirements for bar chairs. The item also specifies the depth, timing, and sealing of control joints, as well as the placement and layout of expansion joints. This item is currently under review, indicating an early stage in the project process. The work would involve site clearing and grading, underground utility work, concrete and paving installation, and potentially structural work. Local contractors, suppliers, and trades involved in site preparation, concrete work, paving, and material supply could find opportunities. Engaging early allows businesses to understand project needs before final plans and bids are set.
- Board:
- Planning Board Meeting
- Date:
- 2026-04-14
- Type:
- Agenda_item
1. ALL QUANTITIES LISTED IN THE DRAWINGS ARE FOR INFORMATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL QUANTITIE S & TO PROVIDE ALL MATERIALS NECESSARY FOR FULL COVERAGE IN ALL PLANTING AREAS AS SPECIFIED ON THE DRAWINGS. ANY DISCREPANCY SHOUL D BE REPORTED TO THE OWNER. 2. ALL PLANTS SHOULD BE IN ACCORDANCE WITH ANSI Z60.1 -2014, AMERICAN STANDARD FOR NURSERY STOCK PUBLICATION, APPROVED APRIL 14, 2014. 3. CALIPER SIZE OF CANOPY TREES ARE TO BE MEASURED PER LOCAL CITY LANDSCAPE ORDINANCE. 4. ALL PLANT MATERIAL SHALL CONFORM TO THE SIZE SPECIFICATIONS (CALIPER, HEIGHT & SPREAD) GIVEN IN THE PLANT SCHEDULE & SHALL BE NURSERY GROWN UNLESS SPECIFIED OTHERWISE. 5. ANY PLANT SUBSTITUTION SHALL BE APPROVED BY LANDDESIGN PRIOR TO PURCHASE. 6. SIZES LISTED ARE MIN. & REFER TO HEIGHT, UNLESS OTHERWISE SPECIFIED. 7. LANDSCAPE CONTRACTOR SHALL STAKE OUT LOCATIONS OF ALL TREES TO BE PLANTED FOR REVIEW BY LANDDESIGN PRIOR TO INSTALLING. LANDDESIGN RESERVES THE RIGHT TO ADJUST TREE LOCATIONS IN THE FIELD AS NECESSARY. 8. SHRUB/GROUNDCOVER BEDS SHALL BE STAKED FOR REVIEW BY LANDDESIGN/OWNER'S REPRESENTATIVE PRIOR TO EXCAVATION & OR BED PREPARATION. 9. LANDSCAPE CONTRACTOR SHALL INSTALL STEEL EDGING BETWEEN PLANTING BEDS & LAWNS, OR AS SHOWN IN DETAILS. 10. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES. PIPES, STRUCTURES, & LINE RUNS IN THE FIELD PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE LANDDESIGN OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS INSTALLATI ON AS SHOWN ON THE DRAWINGS. 12. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH OTHER CONTRACTORS ON SITE AS REQUIRED TO ACCOMPLISH ALL PLANTING OPERATIONS. 13. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION & MUST BE REPLACED WITH PLANT OF SAME VARIETY & SIZE IF DAMAGED, DESTROYED, DEAD & /OR REMOVED. 14. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING & REMOVAL OF DEBRIS PRIOR TO PLANTING IN ALL AREAS. 15. FINAL FINISHED GRADING SHALL BE REVIEWED BY LANDDESIGN. CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL TOPSOIL REQUIRED TO CREATE A SMOOTH CONDITION SUITABLE FOR PLANTING. 16. TREES OVERHANGING INTO THE PUBLIC R.O.W. SHALL HAVE A MINIMUM CLEAR TRUNK HEIGHT OF FOURTEEN(14) FEET OVER STREETS, DRIVE AIS LES, ALLEYS & FIRE LANES. TREES OVERHANGING PRIVATE STREETS, WALKS, & /OR PARKING LOTS SHALL HAVE A MINIMUM CLEAR TRUNK HEIGHT OF SEVEN (7) FEET. 17. LANDSCAPE CONTRACTOR IS REQUIRED TO PERFORM A TREE PIT PERCOLATION TEST FOR EACH TREE PIT PRIOR TO INSTALLATION. IF TREE PIT DOES NOT DRAIN WITHIN A 24 -HOUR PERIOD, THE CONTRACTOR WILL BE REQUIRED TO PROVIDE A GRAVEL SUMP, FILTER FABRIC & STAND PIPE. ALL TREE PIT SUMPS SHALL BE INCLUDED IN IN THE CONTRACTOR'S BASE BID AS A UNIT PRICE & PROVIDE AS A DEDUCT ALTERNATE PER TREE PIT SUMPS NOT REQUIRED TO BE INSTALLED. 18. LANDSCAPE CONTRACTOR IS RESPONSIBLE TO REVIEW SITE ENVIRONMENTAL CONDITIONS PRIOR TO & DURING INSTALLATION OF PLANT MATERIAL. ANY DISCREPANCIES OR CONCERNS BETWEEN THE ENVIRONMENTAL SITE CONDITIONS (I.E., SOIL TYPE, WATER, CLIMATE, WIND, SUN EXPOSURE ETC.) & THE PLANT MATERIAL SPECIFIED WITHIN THE DRAWING SHALL BE BROUGHT TO THE ATTENTION OF LANDDESIGN &/OR OWNER, & SHALL B E DONE SO IN WRITING. CONTRACTOR SHALL PROVIDE SUGGESTED SOLUTIONS FOR ALTERNATIVE PLANT MATERIAL PROPOSED FOR SUBSTITUTION. LANDDESIGN TO REVIEW CONDITIONS & INFORMATION SUBMITTED BY CONTRACTOR & WILL ISSUE DIRECTIVE. SHOULD PLANT MATERIAL DIE BECAUSE OF ENVIRONMENTAL CONDITIONS DESCRIBED ABOVE, THE LANDSCAPE CONTRACTOR ASSUMES ALL WARRANTY & GUARANTEE OF THE PLANT MATERIAL INSTALLED. 19. ALL NEW PLANTING AREAS SHALL BE BACKFILLED WITH PLANTING SOIL THAT IS A MIXTURE OF 40 -50% IMPORTED UNSCREENED TOPSOIL, 40 -45% COARSE SAND, & 10% COMPOST. FINAL TESTED ORGANIC MATTER SHALL BE BETWEEN 2.75 & 4% (BY DRY WEIGHT). BACKFILL SHALL BE TO A DE PTH OF 18" FOR SHRUB & GROUNDCOVER ZONES & 36" FOR TREE PITS. 20. AFTER PLANTING SOIL MIXES ARE INSTALLED IN PLANTING BED AREAS & JUST PRIOR TO THE INSTALLATION OF SHRUB OR GROUNDCOVER PLANTINGS, SPREAD 3 -4 INCHES OF COMPOST OVER THE BEDS & ROTO TILL INTO THE TOP 8 INCHES OF THE PLANTING SOIL. THIS WILL RAISE GRADES SLIGHTLY ABOVE THE FINISHED GRADES, IN ANTICIPATION GRADES WILL SETTLE WITHIN A FEW MONTHS AFTER INSTALLATION AS COMPO ST BREAKS DOWN. 21. IN ALL EXISTING PLANTING AREAS DESIGNATED TO RECEIVE NEW PLANTINGS, SPREAD 3 -4 INCHES OF COMPOST OVER THE BEDS & ROTO TILL INTO THE TOP 8 INCHES OF THE PLANTING SOIL. THIS WILL RAISE THE GRADES SLIGHTLY ABOVE THE FINISHED GRADES, IN ANTICIPATION GRADES WILL SETTLE WITHIN A FEW MONTHS AFTER INSTALLATION AS COMPOST BREAKS DOWN. IN NO CASE WILL THIS BE PERFORMED WHERE IT MAY NEGATIVELY IMPACT THE HEALTH OF ADJACENT, EXISTING PLANT MATERIALS WHICH ARE DESIGNATED TO REMAIN. 22. LANDSCAPE CONTRACTOR TO WARRANTY ALL PLANT MATERIALS FOR A PERIOD OF ONE YEAR. THE CONTRACTOR AGREES TO REPLACE DEFECTIVE WORK & DEFECTIVE PLANTS, & THAT THE OWNER'S REPRESENTATIVE SHALL MAKE THE FINAL DETERMINATION IF PLANTS MEET THE REQUIRED SPECIFICATIONS OR THAT PLANTS ARE DEFECTIVE. PLANTS DETERMINED TO BE DEFECTIVE SHALL BE REMOVED IMMEDIATELY UPON NOTIFICATION BY THE OWNER'S REPRESENTATIVE & REPLACED WITHOUT COST TO THE OWNER, AS SOON AS WEATHER CONDITIONS PERMIT & WITHIN THE SPECIFIED PLANTING PERIOD. THE REPLACED MATERIALS SHALL ALSO RECEIVE A WARRANTY PERIOD OF ONE YEAR WHICH STARTS AT THE DATE O F INSTALLATION. BULBS, ANNUAL FLOWERS, & SEASONAL COLOR PLANTS SHALL ONLY BE WARRANTED FOR THE PERIOD OF THE EXPECTED BLOOM OR PRIMARY DISPLAY.
A project is planned that involves extensive landscape installation, including trees, shrubs, and groundcover. The project requires site preparation such as fine grading, debris removal, and the creation of specific soil mixtures for planting beds and tree pits. This includes backfilling with a blend of topsoil, sand, and compost, and tilling compost into existing planting areas. Specific requirements include steel edging between planting beds and lawns, and the installation of gravel sumps with filter fabric and stand pipes if tree pit percolation tests fail. The project also mandates a one-year warranty on all plant materials and any defective work. This work is currently under review, presenting an early opportunity for contractors. The scope includes site clearing and grading, underground utility verification, specialized soil preparation, planting, edging installation, and final grading. Landscape contractors, suppliers of nursery stock, soil amendments, and edging materials, as well as those providing site preparation services, could find opportunities. Engaging early allows businesses to understand project details and potentially influence specifications before bids and permits are finalized.
- Board:
- Planning Board Meeting
- Date:
- 2026-04-14
- Type:
- Agenda_item
1. BASE INFORMATION, INCLUDING EXISTING CONDITIONS, TOPOGRAPHY, EXISTING UTILITIES, & BOUNDARY INFORMATION IS FROM PLANS BY: PITTMAN GLAZE & ASSOCIATES INC. 2. ARCHITECTURAL INFORMATION IS FROM PLANS BY: CHARLAN BROCK ARCHITECTS 3. WRITTEN DIMENSIONS PREVAIL OVER SCALED DIMENSIONS. NOTIFY LANDDESIGN OF ANY DISCREPANCIES. 4. DIMENSIONS ARE TO FACE OF OBJECT, UNLESS NOTED OTHERWISE. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, & LINE RUNS IN THE FIELD PRIOR TO CONSTRUCTION. ANY DAMAGE TO NEW & EXISTING UTILITIES ARE TO BE REPAIRED IMMEDIATELY AT NO ADDITIONAL EXPENSE TO THE OWNER. LANDDESIGN ASSUMES NO RESPONSIBILITY FOR ANY UTILITIES NOT SHOWN ON PLANS. 6. ALL PROPOSED FINISHED GRADES ARE BASED ON INFORMATION PROVIDED BY THE OWNER'S SURVEY & OR CIVIL ENGINEER. ANY DISCREPANCIES IN ACTUAL FIELD MEASUREMENTS ARE TO BE REPORTED TO LANDDESIGN IMMEDIATELY. 7. PRIOR TO COMMENCEMENT OF HARDSCAPE CONSTRUCTION, ALL PIERS, FOOTINGS, & WALLS ARE TO BE SURVEYED, LAID OUT, & STAKED IN THE FIELD FOR REVIEW BY LANDDESIGN. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY DEMOLITION, ADJUSTMENTS, OR RECONSTRUCTION OF HARDSCAPE CONSTRUCTION RESULTING FROM UNAUTHORIZED CONSTRUCTION. 8. CONTRACTOR IS RESPONSIBLE TO PROVIDE & INSTALL ALL ITEMS PER DRAWINGS & SPECIFICATION. NOTIFY LANDDESIGN OF ANY MAJOR DISCREPANCIES BETWEEN CONTRACTOR'S VERIFIED QUANTITIES, BID BOOK, & INTENT OF DRAWING. 9. CONTRACTOR IS RESPONSIBLE FOR ALL FINAL QUANTITIES PER DRAWINGS & SPECIFICATIONS ANY QUANTITIES PROVIDE BY LANDDESIGN ARE PROVIDED FOR CONVENIENCE ONLY & SHALL NOT BE CONSIDERED ABSOLUTE. LANDDESIGN SHOULD BE NOTIFIED OF ANY GRADING DISCREPANCIES. 10. THE CONTRACTOR SHALL EXAMINE & BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR ENTIRETY. SURVEY THE PROJECT & BECOME FAMILIAR WITH THE EXISTING CONDITIONS & SCOPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASED ON THOROUGH KNOWLEDGE OF ALL WORK & MATERIALS REQUIRED ANY DISCREPANCY &/ OR UNCERTAINTY AS TO WHAT MATERIAL OR PRODUCT IS TO BE USED, SHALL BE VERIFIED WITH THE OWNER OR LANDDESIGN PRIOR TO BIDDING. 11. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES & PROCEDURES REQUIRED FOR SAFE EXECUTION & COMPLETION OF WORK, & FOR INITIATING, MAINTAINING & SUPERVISING ALL SAFETY PRECAUTIONS & PROGRAMS IN CONNECTION WITH THE WORK. 12. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER & LANDDESIGN SHALL BE NOTIFIED IMMEDIATELY. 13. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD & NOTIFY LANDDESIGN OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 14. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THIS SITE & & BE RESPONSIBLE FOR ACCURACY & CORRECTNESS OF SAME. 15. CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES & NOTIFY OWNER & LANDDESIGN OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 16. THE CONTRACTOR SHALL EMPLOY, AS REQUIRED BY GOVERNING AUTHORITIES, AN APPROVED TESTING LABORATORY TO MAKE ALL TESTS FROM CONCRETE, SOIL COMPACTION & WELDING TO INSURE COMPLIANCE WITH PLANS, STANDARDS & CODES. COST SHALL BE INCLUDED AS INCIDENTAL TO THE CONTRACT. 17. ALL EXISTING WORK OR LANDSCAPING NOT SHOWN TO BE ALTERED OR REMOVED SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. THE CONTRACTOR(S) SHALL BEAR THE TOTAL EXPENSE FOR, & SHALL REPAIR ANY DAMAGE TO EXISTING CONDITIONS, OR IMPROVEMENTS NOT INDICATED IN THE DRAWINGS OR SPECIFICATIONS TO RECEIVE ALTERATION, ADDITIONS OR REMOVAL.
This agenda item concerns a project that is currently under review by the Planning Board Meeting, City of Pensacola, Escambia. The project involves construction based on plans prepared by Pittman Glaze & Associates Inc. and Charlan Brock Architects. Contractors will be responsible for verifying all underground utilities, pipes, structures, and line runs in the field before starting work. They must also ensure all finished grades match provided survey and civil engineer information, reporting any discrepancies to LandDesign. The scope of work will likely include site preparation, utility verification and repair, hardscape construction including piers, footings, and walls, and potentially demolition and reconstruction if unauthorized work occurs. The contractor will also be responsible for providing and installing all items per drawings and specifications, including performing necessary tests via an approved laboratory for concrete, soil compaction, and welding. Local contractors, suppliers, and service providers are encouraged to reach out early to understand the project scope and requirements before final bid documents and permits are issued, as this offers an advantage in securing potential work.
- Board:
- Planning Board Meeting
- Date:
- 2026-04-14
- Type:
- Agenda_item
1. Building fronts, rears, and sides abutting streets and public areas. Rotten or weakened
Planning Board Meeting listed this item on its agenda for 2026-04-14 in City of Pensacola. The posted record gives the item title and nothing else, so there is no site, no size and no applicant on file for it yet. Local businesses that want to follow it can open the official agenda link above and watch for the fuller write-up the body posts as the meeting gets closer.
- Board:
- Planning Board Meeting
- Date:
- 2026-04-14
- Type:
- Agenda_item
1. Clear, grub and perform all demolition work.2. Construct all underground utilities.3. Construct site access areas (sidewalks and landscaping).4. Connect stormwater collection system to existing stormwater pipe network.
A project is planned to construct a new apartment building and two amenity buildings at 2301 N. Ninth Avenue in Pensacola. The proposed development includes site clearing, demolition, and the installation of underground utilities. Stormwater collection systems will be connected to the existing city network. Site access areas, including sidewalks and landscaping, will also be constructed. This project is currently under review by the Planning Board. The work will likely involve phases such as site preparation, underground utility installation, paving, and final landscaping. Local contractors, trades, suppliers, and service providers are encouraged to reach out early to learn more about potential opportunities as plans develop before bids and permits are finalized.
- Board:
- Planning Board Meeting
- Date:
- 2026-04-14
- Type:
- Agenda_item
- Address:
- 2301 N. Ninth Avenue, Pensacola, Florida 32503
1. MAX CROSS SLOPE ON PAVED SURFACES SHALL BE 2% MAXIMUM, UNLESS NOTED OTHERWISE. 2. MAX RUNNING SLOPE ON PAVED SURFACES SHALL BE 5% MAXIMUM, UNLESS NOTED OTHERWISE. 3. ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM, & PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL & ABOVE 27" & LESS THAN 80". CONTRACTOR SHALL VERIFY THAT THERE ARE NO BARRIERS IN THE PATH OF TRAVEL. 4. ALL CURB RAMPS SHALL BE BROOM FINISHED PERPENDICULAR TO SLOPE. 5. ALL CURB RAMPS SHALL HAVE A 1:12 MAX SLOPE IN THE DIRECTION OF TRAVEL, 2% MAX CROSS SLOPE. 6. IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO COMPLY WITH ALL APPROPRIATE FAIR HOUSING ACCESSIBILITY GUIDELINES & GENERAL NOTES FOR PUBLIC & COMMON USE FACILITIES. REPORT ANY DISCREPANCIES TO LANDDESIGN.
A multi-family development project is under review in Pensacola, Florida. The project, identified as Hawkshaw Multi-Family, involves extensive site work and construction. Plans include detailed specifications for paved surfaces, accessible pathways, and curb ramps, all designed to meet accessibility guidelines. The project scope encompasses site clearing, grading, hardscape installation, planting, and site furnishing. This early stage in the review process presents an opportunity for local contractors, trades, suppliers, and service providers to engage with the project team. Reaching out now, before final site plans, bids, and permits are issued, allows businesses to understand project needs and potentially secure future work.
- Board:
- Planning Board Meeting
- Date:
- 2026-04-14
- Type:
- Agenda_item
- Address:
- PENSACOLA, FL
1. Plan submission. All development plans must comply with development plan requirements
The City of Pensacola Planning Board is reviewing development plan requirements for the gateway redevelopment district. These requirements, outlined in sections 12-3-120(c) and (d) and section 12-3-121, mandate detailed drawings for new certificates of occupancy or building permits. This includes architectural design, materials, colors, and site layout for new construction, renovations, demolitions, or exterior site work like paving and landscaping. The item is currently under review by the Planning Board. This process will set the stage for future site clearing, grading, underground utility work, paving, building construction, and final landscaping. Local contractors, trades, suppliers, and service providers are encouraged to engage early to understand these requirements and prepare for potential opportunities as plans are finalized and permits are issued.
- Board:
- Planning Board Meeting
- Date:
- 2026-04-14
- Type:
- Agenda_item
- Address:
- gateway redevelopment district
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