Agenda Packet_4.14.2026

Agenda items

• 1. 26-466 PLANNING BOARD MEETING MINUTES FROM MARCH 10, 2026
• 1. 26-466 PLANNING BOARD MEETING MINUTES FROM MARCH 10, 2026
• 1. 2907 E. Blount Street_Images
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• 1. 50 S. 9th Avenue_Images
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• 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.
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• 1. A TRUNK DIAMETER OF FOUR INCHES TO 11 INCHES = TWO THREE -INCH DBH TREES PLANTED FOR EACH ONE REMOVED.
• 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.
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• 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.
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• 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.
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• 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.
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• 1. Building fronts, rears, and sides abutting streets and public areas. Rotten or weakened
• 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.
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• 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.
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• 1. Plan submission. All development plans must comply with development plan requirements
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• 1. SOIL SHOULD BE NUTRIENT -RICH, MOISTURE CONTAINING PLANTING MEDIUM & BE A MINIMUM 18" DEPTH FOR SEASONALS, PERENNIALS & SMALL SHRUBS; MINIMUM 36" DEPTH FOR ALL TREES. 2. A LAYER OF RIVER ROCK SHALL BE PLACED IN THE BASE OF EACH PLANTER POT TO A MINIMUM 6" DEPTH OR AS ALLOWABLE BY REQUIRED SOIL DEPTH. PLACE FILTER FABRIC BETWEEN SOIL MEDIUM & RIVER ROCK & SOIL MEDIUM & PLANTER EDGES. OVERLAP FABRIC 6" MINIMUM TO MINIM IZE SOIL WASH. 3. PLANTERS POTS WHICH DO NOT RECEIVE IRRIGATION SHALL BE HAND -WATERED. HAND WATERING SHOULD OCCUR MINIMUM 2 TIMES PER WEEK DURING COOLER & RAINY SEASONS & INCREASED TO EVERY 2 -3 DAYS DURING HOT/DRY WEATHER. ALWAYS CHECK SOIL 6" BELOW SURFACE FOR SATURATION PRIOR TO WATERING TO PREVENT OVERWATERING/DROWNING OF PLANT MATERIAL. 4. WHEN APPLICABLE, PLANTS TO REMAIN IN CONTAINERS FOR DURATION OF SEASON ARE SHOWN IN THE "PERMANENT" LAYOUT. EACH SEASON WILL HAVE ITS OWN PLANT MATERIAL, SOME OF WHICH MAY LAST ALL YEAR. ROTATE IN THE PLANTS NOTED FOR EACH SEASON. 5. IF PLANT MATERIAL DIES DURING A SEASON & IS EXPECTED TO REMAIN FOR AN ADDITIONAL SEASON, CONTRACTOR IS TO REPLACE AT TIME OF NEXT SEASONAL ROTATION. 6. CONTACT LANDDESIGN FOR ANY REQUIRED SUBSTITUTIONS. 7. ALL PLANTS SHOULD BE FULL AT TIME OF INSTALLATION & COVER 75% OF POT SURFACE AREA. 8. AVOID PLANTING IN THE ROOT ZONE OF ANY PERMANENT TREES, SHRUBS, OR PERENNIALS. 9. SEASONAL PLANTS SHOULD BE REMOVED FOLLOWING THE FIRST MAJOR FROST DIEBACK & REPLACED WITH EVERGREEN BOUGHS OR OTHER OWNER APPROVED WINTER DECOR. TREES, SHRUBS & PERENNIALS SHOULD REMAIN IN THE CONTAINERS YEAR ROUND & REPLACED ONLY AS NECESSARY.
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• 1. STAKE PER SPOT ELEVATIONS & NOTED SLOPES. CONTOURS ARE PROVIDED FOR MASS GRADING/INTENT ONLY. 2. WRITTEN DIMENSIONS & GRADES PREVAIL OVER SCALED DIMENSIONS. NOTIFY LANDDESIGN OF ANY DISCREPANCIES. 3. ALL SPOT ELEVATIONS SHOWN ON GRADING PLAN ARE TO BOTTOM OF CURB/TOP OF PAVEMENT UNLESS OTHERWISE NOTED. ALL RIM ELEVATIONS ARE TO EDGE OF PAVEMENT. 4. REFER TO GEOTECHNICAL ENGINEER & GEOTECH REPORT FOR INFORMATION ON SUBSURFACE MATERIALS, TOPSOIL, STRUCTURAL MATERIAL, DEEP FILLS, EXCAVATION, & FOUNDATIONS. 5. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 6. IN ORDER TO ASSURE PROPER DRAINAGE, KEEP A MINIMUM OF .5% SLOPE ON THE CURB. 7. ALL PLANTING ISLANDS SHALL BE GRADED TO MOUND TO PROVIDE POSITIVE DRAINAGE. 8. CONTRACTOR TO VERIFY 2% MAX. CROSS -SLOPE ON ALL SIDEWALKS. 9. CONTRACTOR TO VERIFY THAT ALL SIDEWALK SLOPES, HANDICAP RAMPS, & HANDICAP PARKING SPACES MEET ADA REQUIREMENTS. 10. CONCRETE SIDEWALKS ADJACENT TO TREE SAVE LOCATIONS SHOULD BE POURED ON TOP OF EXISTING GRADE. 11. REFER TO LANDSCAPE PLAN FOR ALL TREE PROTECTION FENCE LOCATIONS & INSTALLATION PROCEDURES. BEFORE GRADING/CONSTRUCTION BEGINS, CALL FOR INSPECTION OF TREE PROTECTION BARRICADES. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING, OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE. 12. DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY & ARE NOT TO BE USED TO LAYOUT FOOTINGS. 13. GRADING CONTRACTORS SHALL NOTIFY & COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CONNECTION WITH THE ALTERATION OF OR RELOCATION OF THE FACILITIES. CONTRACTORS SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES. 14. GRADING CONTRACTOR SHALL COOPERATE & WORK WITH ALL OTHER CONTRACTORS PERFORMING WORK ON THIS PROJECT TO INSURE PROPER & TIMELY COMPLETION OF THIS PROJECT.
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• 1. Signs. Refer to sections 12-5-2 and 12-5-3 for general sign regulations and for a description
• 1. Single-family residential (attached or detached) at a maximum density of 17.4 units per
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  • Building & Industrial Supply
  • Engineering & Architecture
• 1. Site planning. The integration of site features such as building arrangement, landscaping
  • Engineering & Architecture
  • Site Prep, Grading & Hardscape
  • Landscaping & Lawn Service
  • Building & Industrial Supply
• 1. THE PLANS AND DRAWINGS ARE DIAGRAMMATIC OF THE WORK TO BE PERFORMED. SOME COMPONENTSMAY BE SHOWN OUTSIDE THE WORK AREA FOR CLARITY. THE WORK SHALL BE EXECUTED IN A MANNERTO AVOID CONFLICTS WITH UTILITIES AND OTHER ELEMENTS OF CONSTRUCTION, INCLUDINGLANDSCAPE MATERIALS. ALL DEVIATIONS FROM THE PLANS SHALL BE APPROVED BY THE OWNER'SREPRESENTATIVE BEFORE BEING INSTALLED.2. THE IRRIGATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS, IRRIGATION SYSTEMSPECIFICATIONS AND ALL CONTRACT DOCUMENTS. THE CONTRACTOR SHALL COMPLY WITH ALLCURRENT LOCAL CODES, ORDINANCES, AND REGULATIONS.3. CONTRACTOR SHALL PROVIDE COMPLETE AND ACCURATE IRRIGATION AS-BUILT DRAWINGS TO THEOWNER AT PROJECT COMPLETION, SHOWING ALL FINAL ROUTING OF MAINLINES, VALVES, CONTROLWIRE, AND EQUIPMENT LOCATIONS.4. ALL IRRIGATION MAINLINE AND LATERAL LINES ARE TO NOT EXCEED A VELOCITY OF 5FPS.5. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY ASPECT OF THE IRRIGATION SYSTEM AS SHOWNON THE PLANS AND DRAWINGS, WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADEDIFFERENCES, OR DISCREPANCIES EXIST THAT MIGHT NOT HAVE BEEN KNOWN DURING THE DESIGN OFTHE IRRIGATION SYSTEM. IN THE EVENT THAT NOTIFICATION OF THE CONFLICT IS NOT APPROVED BY THEOWNER'S REPRESENTATIVE, THE CONTRACTOR WILL ASSUME FULL RESPONSIBILITY FOR ALL REVISIONS.6. REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREE ROOT BALLS WHEN INSTALLINGIRRIGATION EQUIPMENT. CALL 811 AND REFER TO UTILITY PLANS PRIOR TO TRENCHING.7. IRRIGATION CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, INCLUDING UTILITY LOCATIONS BEFOREINSTALLATION OF THE IRRIGATION SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATINGINSTALLATION WITH ALL OTHER CONSTRUCTION ON SITE, ESPECIALLY LANDSCAPE INSTALLATION. THEIRRIGATION SYSTEM SHALL BE RELOCATED AT NO ADDITIONAL COST FOR ANY CONFLICT WITHLANDSCAPE INSTALLATION OR ANY OTHER SITE CONSTRUCTION OR EXISTING CONDITIONS.8. VERIFY THE REQUIRED MINIMUM STATIC WATER PRESSURE IS AVAILABLE AT THE PROJECT SITE PRIOR TOBEGINNING THE IRRIGATION INSTALLATION. NOTIFY THE IRRIGATION DESIGN CONSULTANT ANDLANDSCAPE ARCHITECT IN WRITING IF THE MINIMUM STATIC WATER PRESSURE OR WATER VOLUME ISNOT AVAILABLE. SEE PLAN SHEET FOR REQUIREMENTS.9. WHERE EXISTING OR NEW TREES, LIGHT FIXTURES, SIGNS, ELECTRONIC CONTROLLERS AND/OR OTHEROBJECTS ARE AN OBSTRUCTION TO AN IRRIGATION SPRINKLER'S PATTERN, THE COMPONENT AND PIPINGSHALL BE RELOCATED AS NECESSARY TO OBTAIN PROPER COVERAGE OF AN IRRIGATION SPRINKLER'SPATTERN. THE COMPONENT AND PIPING SHALL BE RELOCATED AS NECESSARY TO OBTAIN THE PROPERCOVERAGE WITHOUT DAMAGING THE OBSTRUCTION.10. IRRIGATION CONTRACTOR SHALL ADJUST ALL SPRINKLERS TO AVOID OVER SPRAY ONTO IMPERVIOUSAREAS.11. ALL MATERIALS AND EQUIPMENT SHOWN SHALL BE NEW AND INSTALLED AS SHOWN ON THE PLANS. IFTHE DRAWINGS DO NOT THOROUGHLY DESCRIBE THE TECHNIQUES TO BE USED, THE INSTALLER SHALLFOLLOW THE INSTALLATION METHODS AND INSTRUCTIONS RECOMMENDED BY THE PRODUCTMANUFACTURER.12. THE LOCATION OF THE IRRIGATION MAINLINE SHALL BE IDENTIFIED IN THE FIELD AND APPROVED BY THEOWNER'S REPRESENTATIVE BEFORE INSTALLATION.13. CONTRACTOR IS TO SUBMIT PRODUCT SPECIFICATION SHEETS FOR ALL IRRIGATION EQUIPMENT TO BEUSED FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.14. THE QUANTITIES SHOWN IN THE LEGEND SHEETS SHALL NOT BE USED FOR BIDDING PURPOSES. THECONTRACTOR WILL BE RESPONSIBLE FOR CONDUCTING A COMPREHENSIVE MATERIALS TAKEOFF TODETERMINE THE ACTUAL QUANTITIES OF MATERIAL NECESSARY TO EXECUTE THE WORK DESCRIBED INTHE DOCUMENTS.15. ALL TRENCHES SHALL BE BACKFILLED WITH CLEAN DEBRIS-FREE MATERIALS.16. IRRIGATION CONTRACTOR IS TO INSTALL CHRISTY ZONE TAGS WITH THE CORRESPONDING CONTROLLERZONE NUMBER AT EACH CONTROL VALVE.17. AS BUILT DOCUMENTS ARE TO BE PROVIDED TO THE OWNER UPON COMPLETION OF THE PROJECT. THEMAINLINE, CONTROL VALVES, ISOLATION VALVES, GROUND RODS AND SPLICE BOXES SHALL BE LOCATEDWITH A MEASUREMENT FROM TWO FIXED POINTS.18. IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TOCOMMENCEMENT OF ON-SITE OPERATIONS.19. A MAINLINE PRESSURE TEST IS TO BE CONDUCTED BEFORE BACKFILLING. ALL FINDINGS ARE TO BEREPORTED TO THE LANDSCAPE ARCHITECT WITHIN TWENTY FOUR HOURS POST TEST.20. ALL SLEEVES ARE TO BE TWO TIMES THE SIZE OF THE PIPE IT ENCASES. INSTALL A 2" SLEEVE NEXT TOTHE MAINLINE SLEEVE FOR CONTROL WIRES.21. ROUTE A 1.5" ELECTRICAL CONDUIT FROM THE CONTROLLER TO THE MAINLINE TRENCH FOR THECONTROL WIRES. RUN THE CONDUIT AND CONTROL WIRES PARALLEL TO THE MAINLINE.22. THE IRRIGATION SYSTEM IS TO BE INSPECTED AND APPROVED BY THE PROJECT OWNER PRIOR TORECEIVING CERTIFICATION.23. ANY PRODUCT SUBSTITUTIONS MADE BY THE IRRIGATION CONTRACTOR ARE TO BE REVIEWED ANDAPPROVED BY THE OWNER PRIOR TO INSTALLATION.
  • Site Prep, Grading & Hardscape
  • Plumbing
  • Electrical
  • Lighting & Low-Voltage Systems
  • Building & Industrial Supply
• 10. ALL CONSTRUCTION JOINTS SHALL BE SAWN, CONCRETE FINISHES TO BE PER DRAWING DETAILS & SPECIFICATIONS. 11. CONCRETE SHALL BE BROOM FINISHED & CURED FOR A MINIMUM OF 72 HOURS UNLESS NOTED OTHERWISE. 12. BREAKOUTS FOR REMOVAL OF EXISTING PAVEMENT & CURBS SHALL BE MADE BY FULL DEPTH SAW CUT WHEN ADJACENT TO PROPOSED PAVEMENT &/OR CURBS. 13. PROPOSED PAVEMENT &/OR CURBS INTENDED TO TIE INTO EXISTING SHALL MATCH SHALL MATCH THE ELEVATION OF EXISTING PAVEMENT &/OR CURBS. 14. CONTRACTOR SHALL REFER TO THE SITE CIVIL, MEP & IRRIGATION PLANS FOR CONDUIT TO BE INSTALLED UNDER PAVEMENT PRIOR TO COMMENCING PAVEMENT SUBGRADE PREPARATION. 15. ALL TESTING SHALL BE PERFORMED BY A QUALIFIED TESTING LABORATORY, EMPLOYED & PAID DIRECTLY BY THE OWNER. TESTING SHALL BE PERFORMED, AT A MINIMUM, IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. IN THE EVENT THE RESULTS OF THE INITIAL TESTING DO NOT COMPLY WITH THE PLANS & THE SPECIFICATIONS, SUBSEQUENT TEST NECESSARY TO DETERMINE THE ACCEPTABILITY OF CONSTRUCTION SHALL BE AT THE CONTRACTOR'S EXPENSE. PAVEMENT FOUND TO BE DEFICIENT IN STRENGTH OR THICKNESS SHALL BE REMOVED & REPLACED SOLELY AT THE EXPENSE OF THE CONTRACTOR.
  • Concrete & Masonry
  • Site Prep, Grading & Hardscape
  • Utilities (Sub)
• 10. Sidewalks. Developers of new construction or redevelopment projects shall repair,
  • Site Prep, Grading & Hardscape
  • Concrete & Masonry
  • General Contractor
  • Building & Industrial Supply
  • Engineering & Architecture
  • Real Estate Development
• 11. Consideration of floodprone areas. Portions of the district are within the 100-year
  • Engineering & Architecture
  • Landscaping & Lawn Service
  • Site Prep, Grading & Hardscape
• 12. Storm drainage. Adequate storm drainage must be provided to prevent flooding or erosion.
  • Utilities (Sub)
  • Site Prep, Grading & Hardscape
  • Engineering & Architecture
• 13. All mechanical equipment, satellite dishes and other similar equipment should be
• 14. Exemptions. All detached single-family and duplex residential development proposals are
• 2. 26-467 REQUEST FOR VACATION OF ALLEYWAY - 2907 E. BLOUNT STREET
  • Legal Services
  • Property Management
  • Site Prep, Grading & Hardscape
  • Engineering & Architecture
• 2. 26-467 REQUEST FOR VACATION OF ALLEYWAY - 2907 E. BLOUNT STREET
  • Legal Services
  • Engineering & Architecture
  • Site Prep, Grading & Hardscape
  • Real Estate Development
  • Building & Industrial Supply
• 2. 2907 E. Blount Street_Application and Materials
  • General Contractor
  • Engineering & Architecture
  • Real Estate Development
  • Building & Industrial Supply
• 2. A TRUNK DIAMETER OF 12 INCHES TO 19 INCHES = THREE THREE -INCH DBH TREES PLANTED FOR EACH ONE REMOVED.
• 2. Architectural design and building elements.
• 2. December 2025 Materials
• 2. Home occupations, subject to regulations in section 12-3-13.
• 2. Off-street parking. The following off-street parking requirements shall apply to all lots,
• 2. Review and approval. All plans shall be subject to the review and approval of the planning
• 2. SUPPLIED BY: IRONSMITH, INC 41701 CORPORATE WAY, #3 PALM DESERT, CA 92260 (800) 338 -4766: COPYRIGHT
  • General Contractor
  • Site Prep, Grading & Hardscape
  • Concrete & Masonry
  • Electrical
  • HVAC & Climate Control
  • Painting & Flooring
  • Plumbing
  • Roofing
  • Building & Industrial Supply
  • Real Estate Development
  • Engineering & Architecture
• 2. Windows. All windows must be tight-fitting. All broken and missing windows shall be
• 3. 26-468 FINAL AESTHETIC REVIEW - 50 S. 9TH AVENUE - GATEWAY
  • General Contractor
  • Site Prep, Grading & Hardscape
  • Electrical
  • Plumbing
  • HVAC & Climate Control
  • Concrete & Masonry
  • Carpentry & Cabinetry
  • Roofing
  • Painting & Flooring
  • Drywall & Insulation
  • Building & Industrial Supply
  • Real Estate Development
  • Engineering & Architecture
  • Landscaping & Lawn Service
• 3. 26-468 FINAL AESTHETIC REVIEW - 50 S. 9TH AVENUE - GATEWAY
  • General Contractor
  • Site Prep, Grading & Hardscape
  • Building & Industrial Supply
  • Engineering & Architecture
  • Real Estate Development
• 3. 28" DIA. OPENING AT TREE GRATE
• 3. A TRUNK DIAMETER OF 20 INCHES TO 29 INCHES = FIVE THREE -INCH DBH TREES PLANTED FOR EACH ONE REMOVED.
• 3. Abbreviated review. Sign requests, paint colors, fencing, and emergency repairs that are
• 3. Planning Board Minutes June 9 2020
• 3. Signed and Filled Application
• 3. Street setback. The following building setbacks shall apply to the district:
• 4. 26-469 UPDATE ON THE LAND DEVELOPMENT CODE, PHASE 2
  • Engineering & Architecture
  • Legal Services
  • Government Authority
• 4. 26-469 UPDATE ON THE LAND DEVELOPMENT CODE, PHASE 2
  • Legal Services
  • Engineering & Architecture
• 4. A TRUNK DIAMETER OF 30 INCHES TO 35 INCHES = EIGHT THREE -INCH DBH TREES PLANTED FOR EACH ONE REMOVED.
• 4. Adult entertainment establishments subject to the requirements of chapter 7-3 when
  • Legal Services
  • Engineering & Architecture
• 4. Final development plan. If the planning board approves a preliminary development plan,
  • Site Prep, Grading & Hardscape
  • General Contractor
  • Concrete & Masonry
  • Electrical
  • HVAC & Climate Control
  • Painting & Flooring
  • Plumbing
  • Roofing
  • Building & Industrial Supply
  • Real Estate Development
  • Engineering & Architecture
• 4. Review Comments_2907 E. Blount Street_Vacation of Alleyway
  • Legal Services
  • Engineering & Architecture
  • Real Estate Development
  • Site Prep, Grading & Hardscape
• 4. Street frontage. Every lot, tract, or parcel of land utilized for any purpose permitted in this
  • Legal Services
  • Engineering & Architecture
• 4. TREE GRATE TO BE UNCOATED / UNFINISHED
• 4. The Helm at Hawkshaw - Architectural Review 2
• 5. A TRUNK DIAMETER OF 36 INCHES TO 43 INCHES = TEN THREE -INCH DBH TREES PLANTED FOR EACH ONE REMOVED.
• 5. All commercial uses permitted in the C-2A zone, with no outside storage or repair work
• 5. Building height. No building shall exceed a maximum height of 100 feet.
• 5. GENERAL CONTRACTOR TO COORDINATE WITH LIGHTING DESIGNER TO ESTABLISH UPLIGHTING OPENINGS REQUIRED PRIOR TO SHOP DRAWINGS.
  • General Contractor
  • Electrical
  • Lighting & Low-Voltage Systems
  • Site Prep, Grading & Hardscape
  • Building & Industrial Supply
  • Engineering & Architecture
• 5. Sec._12_11_4._Vacation_of_streets__alleys
  • Engineering & Architecture
  • Legal Services
  • Site Prep, Grading & Hardscape
  • Utilities (Sub)
  • Title & Settlement Services
• 5. Site Plan and Landscaping 2
• 6. A TRUNK DIAMETER OF 44 INCHES OR GREATER = 11 THREE-INCH DBH TREES PLANTED FOR EACH ONE REMOVED.
  • General Contractor
  • Site Prep, Grading & Hardscape
  • Concrete & Masonry
  • Painting & Flooring
  • Electrical
  • Plumbing
  • HVAC & Climate Control
  • Building & Industrial Supply
  • Real Estate Development
  • Engineering & Architecture
  • Landscaping & Lawn Service
• 6. Family day care homes licensed by the state department of children and family services as
• 6. Material Packet
• 6. Vehicular access. Access to the following streets shall be limited as follows:
• 7. Landscaping. Landscaping requirements in the gateway redevelopment district shall be
  • Site Prep, Grading & Hardscape
  • Landscaping & Lawn Service
• 7. Review Comments_Hawkshaw
• 8. Sec._12_3_12.___Redevelopment_land_use_district
  • General Contractor
  • Site Prep, Grading & Hardscape
  • Concrete & Masonry
  • Carpentry & Cabinetry
  • Electrical
  • Plumbing
  • HVAC & Climate Control
  • Painting & Flooring
  • Roofing
  • Building & Industrial Supply
  • Engineering & Architecture
• 8. Underground utility services. All new building construction or additions of floor area to
  • Utilities (Sub)
  • Electrical
  • Site Prep, Grading & Hardscape
• 9. Lot coverage. The total coverage of all development sites within the gateway
• P: 800.388.8728 | E: wtile@wausautile.com | WAUSAUTILE.COM
  • Site Prep, Grading & Hardscape
  • Concrete & Masonry
  • Building & Industrial Supply
  • Engineering & Architecture
  • Real Estate Development
• P: 800.388.8728 | E: wtile@wausautile.com | WAUSAUTILE.COM
  • Concrete & Masonry
  • Site Prep, Grading & Hardscape
  • Building & Industrial Supply
• P: 800.388.8728 | E: wtile@wausautile.com | WAUSAUTILE.COM
  • Concrete & Masonry
  • Site Prep, Grading & Hardscape
  • Building & Industrial Supply
• P: 800.388.8728 | E: wtile@wausautile.com | WAUSAUTILE.COM
  • Site Prep, Grading & Hardscape
  • Concrete & Masonry
  • Landscaping & Lawn Service
• P: 800.388.8728 | E: wtile@wausautile.com | WAUSAUTILE.COM
  • Site Prep, Grading & Hardscape
  • Concrete & Masonry
  • Electrical
  • Painting & Flooring
  • Drywall & Insulation
  • Windows, Doors & Glass
  • General Contractor
  • Building & Industrial Supply
  • Engineering & Architecture
  • Real Estate Development
  • Landscaping & Lawn Service
• a. Height. No sign may extend above the roof line of the building
• a. Height. No sign shall extend above the main roof line of a
• a. Height. No sign shall extend above the roof line of a building
• a. Maximum sign height—20 feet.
• a. Purpose of district. The gateway redevelopment district is established to promote the orderly
  • Site Prep, Grading & Hardscape
  • General Contractor
  • Engineering & Architecture
  • Real Estate Development
  • Building & Industrial Supply
• b. Maximum area for sign face—50 square feet.
• b. Size. Ten percent of the building elevation square footage
• b. Size. Ten percent of the building elevation square footage
• b. Size. Ten percent of the building elevation square footage
• b. Uses permitted.
• c. Procedure for review of plans.
• d. Regulations. Except where specific approval is granted by the planning board for a variance due
• e. Development guidelines. The gateway redevelopment district is characterized by a variety of
  • Engineering & Architecture
  • Real Estate Development
  • General Contractor
  • Building & Industrial Supply
  • Landscaping & Lawn Service
• f. Maintenance standards. The following maintenance standards shall be applied to all structures
  • Construction (Other)
  • Cleaning & Janitorial
  • Landscaping & Lawn Service
  • Pest Control
  • Pressure Washing & Exterior Cleaning
  • Repair & Dry Cleaning
• i. Bayfront Parkway setback/height requirements. All buildings located adjacent
  • Site Prep, Grading & Hardscape
  • General Contractor
  • Engineering & Architecture
• i. Bayfront Parkway. No access shall be permitted from the parkway unless no
• i. Buildings or structures that are part of a present or future group or complex
  • General Contractor
  • Engineering & Architecture
  • Building & Industrial Supply
  • Site Prep, Grading & Hardscape
  • Concrete & Masonry
  • Carpentry & Cabinetry
  • Drywall & Insulation
  • Electrical
  • HVAC & Climate Control
  • Painting & Flooring
  • Plumbing
  • Roofing
  • Windows, Doors & Glass
  • Real Estate Development
• i. Fence or wall, six feet high;
• i. Maximum preservation of bay views. Considering the bayfront location within
  • Engineering & Architecture
  • Site Prep, Grading & Hardscape
  • Landscaping & Lawn Service
  • General Contractor
  • Real Estate Development
• i. Mortuaries and funeral parlors.
• i. Number of signs. Each parcel under single ownership shall be limited to one
• i. Off-street parking requirements in the district shall be based on the
• ii. Appliance and repair shops.
• ii. Buildings or structures located along strips of land or on single sites and not a
• ii. Development coordination. The preservation of bay views and the creation of a
  • Engineering & Architecture
  • Real Estate Development
  • General Contractor
  • Landscaping & Lawn Service
• ii. Gregory Street, Chase Street, Alcaniz Street, 9th Avenue and 14th Avenue. For
• ii. Gregory, Alcaniz and Chase Streets, 9th Avenue. Ten feet from the right-of-way
• ii. Off-street parking and service areas are prohibited within the Bayfront Parkway
• ii. Signs extending over public property. Signs extending over public property shall
• ii. Vegetation, six feet high (within three years);
• iii. A combination of the above.
• iii. All other streets. Five feet from the right-of-way line.
• iii. Materials such as metal and plastic shall be discouraged on exterior surfaces of
• iii. Off-street parking and service. Off-street parking shall be discouraged within all
• iii. Permitted signs.
• iii. Public parking lots and parking garages.
• iii. Screening. Screening shall be provided along the edges of all parking areas
  • Site Prep, Grading & Hardscape
  • Concrete & Masonry
  • Construction (Other)
• iv. New car lots or used car lots.
• iv. Other permitted signs.
• iv. Severe or angular roof lines that exceed a pitch of 12-12 (45-degree angle) are
• ix. Nonconforming signs.
  • Signage & Printing
  • General Contractor
  • Government Authority
• v. Bright colors and intensely contrasting color schemes are discouraged within
• v. Public utility plants, transmission and generating stations, including radio and
• v. Submission and review of sign plans. It shall be the responsibility of the
• vi. Car or truck rental agencies or storage facilities.
• vi. Proposed development adjacent to the historic district should give special
• vi. Review of sign plans. All permanent signs within the gateway redevelopment
  • Signage & Printing
  • Engineering & Architecture
  • Design & Creative
• vii. Prohibited signs. Refer to section 12-5-7 for prohibited signs. In addition the
  • Site Prep, Grading & Hardscape
  • General Contractor
  • Concrete & Masonry
  • Lighting & Low-Voltage Systems
  • Engineering & Architecture
  • Legal Services
• vii. The following guidelines concerning design, materials, lighting, landscaping, and
  • Site Prep, Grading & Hardscape
  • Lighting & Low-Voltage Systems
  • Construction (Other)
  • Landscaping & Lawn Service
  • Signage & Printing
• viii. Temporary signs. Only the following temporary signs shall be permitted in the
  • Signage & Printing