EVENING ROSE RETAIL NEW CONSTRUCTION CAPITAL CIRCLE NE, TALLAHASSEE, FL

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1 EVENING ROE RETAIL NE CONTRUCTION CAPITAL CIRCLE NE, TALLAHAEE, FL CHEMATIC DEIGN PROGRE BKJ, Inc. Architecture,1621 physicians drive, tallahassee, florida

2 ITE PLAN EVENING ROE RETAIL CHEMATIC DEIGN PROGRE The Egg Building D-1: 5,600 F Building C-1: 3,000 F Building C-2: 3,000 F

3 quare Footages: Area drain, typ. BUILDING C1-2,891 F (INIDE FACE OF TUD) -3,000 F (OUTIDE FACE OF TUD/EDGE OF LAB) -3,041 F (OUTIDE FACE OF TUD, INCLUDING "BUMP-OUT") 1 Architectural ite Plan Revised 2 1" = 30'-0" 106' - 8" 40' - 0" 16' - 8" 16' - 8" 16' - 8" 16' - 8" railing/screen FFE = ' - 0" FFE = ' - 0" FFE = ' - 9" 60' - 0" 60' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" relocated utilities here 50' - 0" FFE = ' - 0" elect. meter screen, typ. FFE = ' - 3" BUILDING C2-2,891 F (INIDE FACE OF TUD) -3,000 F (OUTIDE FACE OF TUD/EDGE OF LAB) -3,041 F (OUTIDE FACE OF TUD, INCLUDING "BUMP-OUT") BUILDING D1-5,434 F (INIDE FACE OF TUD) -5,600 F (OUTIDE FACE OF TUD/EDGE OF LAB) -5,626 F (OUTIDE FACE OF TUD, INCLUDING "BUMP-OUT") TOTAL -11,216 F (INIDE FACE OF TUD) -11,600 F (OUTIDE FACE OF TUD/EDGE OF LAB) -11,708 F (OUTIDE FACE OF TUD, INCLUDING "BUMP-OUT") ARCHITECTURAL ITE PLAN EVENING ROE RETAIL CHEMATIC DEIGN PROGRE

4 NORTHEAT CORNER EVENING ROE RETAIL CHEMATIC DEIGN PROGRE

5 OUTHEAT CORNER EVENING ROE RETAIL CHEMATIC DEIGN PROGRE

6 OUTHET CORNER EVENING ROE RETAIL CHEMATIC DEIGN PROGRE

7 BUILDING MATERIAL EVENING ROE RETAIL CHEMATIC DEIGN PROGRE PALMETTO GREYTONE BRICK TANDING EAM METAL ROOF EIF FIBER CEMENT PANEL

8 OTHER VIE EVENING ROE RETAIL CHEMATIC DEIGN PROGRE

9 TYPE 'B' ITE PLAN APPLICATION FOR C:\Projects\Q06.003\orkfiles\P\Q CVR.dwg, 1.0, bdavis, Feb 09, :16:32pm HEET DECRIPTION COVER HEET EXITING CONDITION MAP GEOMETRY PLAN GRADING PLAN CONCEPT UTILITY ERVICE PLAN CONCEPT LANDCAPE PLAN INDEX PROPOED UTILITY PROVIDER FOR THI PROJECT: ATER - CITY OF TALLAHAEE EER - CITY OF TALLAHAEE ELECTRIC - CITY OF TALLAHAEE NATURAL GA - CITY OF TALLAHAEE Phillips er Goos view Devon Potts Higdon Doomar Leone Miccosukee field ay t. Lowson Owenby Oak hir Ermine Ermine t. James Pl. Ann Canter Elevations are based on N.A.V.D. 88 Datum. ley Hines Ted Road Riggins Pot's Pl. Tim Gomble Pl. Corinne t. helby atson Point andpiper andpebble Rickards Plaza () d Fern (N) Mahan (E) apple Maple Care andcastle elby Pt.N Mitcham Cho Pl. ay se Point Joydell Cir. intergreen GOVERNING PECIFICATION: F.D.O.T. tandard pecifications, July 2016 edition F.D.O.T. tandard Index, edition F.D.O.T. Manual of Uniform Minimum tandards for Design, Construction and Maintenance for treets and Highways (Green Book) City of Tallahassee tandard pecifications for the Design and Construction of ater and asterwater Facilities, current edition o May il ver ggins Aster ay bell t. Blue Quiet Cir. Hospital ITE Capital rofessional Pk. Cir. Junwin Joclif Exeter Fort Knox Pow Mi ll Indu er Med Leyland stri al ical Fiddler Ginger Hollow Rein Birch Mini-Maxi Mitchell Ct Torulusa Crepe River Plaza Powell Bros. Cir. Hickory Hollow Nutmeg Capital Oaks Panther Creek Eliza LOCATION MAP CALE: 1" = 1000' Northeast Gypsum Gypsum Hidden Valley Mahan eems Hidden Cir. edona Dax Brewster Easterwood Ln. Torc R Lan B TAX I.D. NO.: PROJECT NAME: CLIENT NAME: PREPARED BY: ENGINEER OF RECORD: URVEYOR OF RECORD: HAFFIELD BUILDING PECIALTIE, INC PHYICIAN DRIVE TALLAHAEE, FLORIDA MOORE BA CONULTING, INC. 805 NORTH GADDEN TREET TALLAHAEE, FLORIDA (850) EDARD N. BA III, P.E. FL. REG. NO NORTH GADDEN TREET TALLAHAEE, FLORIDA (850) LARRY D. DAVI REG FL URVEYOR No NORTH GADDEN TREET TALLAHAEE, FLORIDA (850) PROJECT DATA PRELIMINARY NOT FOR CONTRUCTION The Drawings, pecifications and other documents prepared by Moore Bass Consulting, Inc. (MB) for this Project are instruments of MB for use solely with respect to this Project and, unless otherwise provided, MB shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. EDARD N. BA, III, P.E. FL. REG. NO COVER HEET 1.0 HAFFIELD BUILDING PECIALTIE, INC PHYICIAN DRIVE TALLAHAEE, FLORIDA

10 GRAPHIC CALE inch = 20 ft. YMBOL LEGEND FOUND NAIL IN CAP (A LABELED) ET 1/2" IRON PIN / CAP LB#7245 ET NAIL IN 1" CAP LB#7245 HAFFIELD BUILDING PECIALTIE, INC PHYICIAN DRIVE TALLAHAEE, FLORIDA NOTE: ALL IMPROVEMENT HON ERE APPROVED AND CONTRUCTED PRIOR PER TP12009 TANDARD ABBREVIATION: #000 (D) () A/C AC. CH PROFEIONAL LAND URVEY CERTIFICATE DEED INFORMATION URVEY INFORMATION AIR CONDITIONER ACRE CHORD BEARING AND DITANCE E EL. FFE FO FNC HDPE INV. L= N O.R./PG. OU P.O.B. P.O.C. PVC RR= RCP R/ IRC NC TT= TV TYP EAT ELEVATION FINIHED FLOOR ELEVATION FIBER OPTIC FOUND NAIL IN CAP (A LABELED) HIGH-DENITY POLYETHYLENE PIPE INVERT ARC LENGTH NORTH OFFICIAL RECORD BOOK AND PAGE OVERHEAD UTILITY POINT OF BEGINNING POINT OF COMMENCEMENT POLYVINYL CHLORIDE PIPE RANGE RADIU REINFORCED CONCRETE PIPE RIGHT-OF-AY OUTH ET 1/2" IRON PIN / CAP LB#7245 ET NAIL IN 1" CAP LB#7245 TONHIP TANGENT DITANCE TELEVIION TYPICAL ET UTILITY POLE GUY IRE ANCHOR LIGHT POLE FIRE HYDRANT Y V ATER VALVE ATER METER BFP BACKFLO PREVENTER IAMEE CONNECTION I CLEANOUT ANITARY EER MANHOLE GT GREAE TRAP MANHOLE V EER VALVE V EER ERVICE CATCH BAIN TORM MANHOLE YARD DRAIN T TELEPHONE PEDETAL TV CABLE BOX GM GA METER GV GA VALVE BOLLARD C:\Projects\Q06.003\orkfiles\P\Q EX.DG, 2.0, bdavis, Feb 08, :48:04pm INGLE UPPORT IGN The Drawings, pecifications and other documents prepared by Moore Bass Consulting, Inc. (MB) for this Project are instruments of MB for use solely with respect to this Project and, unless otherwise provided, MB shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. EDARD N. BA, III, P.E. FL. REG. NO GENERAL NOTE: NO IMPROVEMENT LOCATED OTHER THAN HON HEREON. ELEVATION ARE BAED ON NAVD 88 DATUM. 2 BENCHMARK HAVE BEEN ETABLIHED AND ARE DENOTED HEREON. ADDITION OR DELETION TO URVEY MAP OR REPORT BY OTHER THAN THE IGNING PARTY OR PARTIE I PROHIBITED ITHOUT RITTEN CONENT OF THE IGNING PARTY OR PARTIE. ALL UTILITIE HON HEREON ARE BAED ON URFACE EVIDENCE. ANY UTILITIE NOT HON ARE LACKING URFACE EVIDENCE TO MAKE A DETERMINATION OF LOCATION IN THE FIELD. BAED ON THE NATIONAL FLOOD INURANCE PROGRAM, FLOOD INURANCE RATE MAP COMMUNITY PANEL NUMBER 12073C 0303 F, DATED AUGUT 18, 2009 THE ABOVE DECRIBED PROPERTY I LOCATED IN ZONE "X". (AREA DETERMINED TO BE OUTIDE 500-YEAR FLOODPLAIN.) EXITING CONDITION MAP 2.0

11 4" GRAPHIC CALE inch = 20 ft. 1 1/2" TYPE P-9.5, ONE LIFT PRIME COAT 12" EE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION CONCERNING OIL TABILIZATION TABILIZE 12" UBGRADE COMPACTED TO 98% OF MODIFIED PROCTOR (MIN. L.B.R. 40) 6" MIN. LIMEROCK BAE COMPACTED TO 98 % OF MODIFIED PROCTOR (MIN. L.B.R. 100) NOTE: CRUHED CONCRETE BAE MEETING FDOT TANDARD MAY BE UED A AN ALTERNATIVE TANDARD DUTY APHALT PAVEMENT ECTION NOT TO CALE 6" 12" 12" 6" 7" TD. 8" 18" 1. HEN UED ON THE HIGH IDE OF ROADAY, THE CRO LOPE OF THE GUTTER HALL MATCH THE CRO LOPE OF THE ADJACENT PAVEMENT, AND THE THICKNE OF THE LIP HALL BE 6". 2. PROVIDE 1/8" - 1/4" CONTRACTION JOINT AT 10' CENTER (MAX.) 3. TANDARD CURB & GUTTER UE INTERIOR TO ITE ONLY, NOT APPLICABLE ITHIN FDOT RIGHT OF AY. TANDARD CURB AND GUTTER DETAIL NOT TO CALE HAFFIELD BUILDING PECIALTIE, INC PHYICIAN DRIVE TALLAHAEE, FLORIDA A HON ON PLAN ADJACENT TO PAVEMENT ADJACENT TO GRAED AREA IDEALK TO BE CONTRUCTED OF 3000 psi CONCRETE MAX. LUMP 5" 2% LOPE (MAX.) APHALT 6" 4" PAVEMENT BAE 6x6 F FINIH: 2" TOOLED EDGE /BROOM FINIH, TYP. TABILIZED UBGRADE NOTE: IDEALK TO BE CONTRUCTED IN ACCORDANCE ITH FDOT TANDARD PECIFICATION FOR ROAD AND BRIDGE CONTRUCTION, ECTION 522. RAMP HALL BE CONTRUCTED AT IDEALK' INTERECTION ITH CURBED ROADAY PER FDOT INDEX NO CORE IDEALK AT 6' INTERVAL. PROVIDE EXPANION JOINT AT 125' MAX. INTERVAL. TANDARD IDEALK CONTRUCTION DETAIL NOT TO CALE CONCRETE IDEALK C:\Projects\Q06.003\orkfiles\P\q GEO.dwg, 3.0, bdavis, Feb 08, :49:26pm GENERAL NOTE: 1. BEFORE APPLYING FOR BUILDING PERMIT, BUILDING PLAN MUT BE REVIEED AND APPROVED BY THE CITY OF TALLAHAEE ELECTRIC DEPARTMENT, OLID ATE DEPARTMENT, AND CRO CONNECTION COORDINATOR. 2. ALL TRAFFIC CONTROL DEVICE MUT BE INTALLED IN ACCORDANCE ITH M.U.T.C.D., F.D.O.T., AND CITY OF TALLAHAEE. ALL PAVEMENT MARKING, EXCEPT FOR PARKING TALL LINE, HALL BE THERMOPLATIC PER CURRENT F.D.O.T. TANDARD. ALL PAVEMENT MARKING HALL BE HITE, EXCEPT CENTERLINE AND PAINTED CURB. DIABLED HEEL CHAIR ACCE AILE HALL BE COLORED BLUE, PER THE FLORIDA ACCEIBILITY CODE AND OTHER RELATIVE TANDARD (ADAAG, FDOT, ETC.) 3. THE APPLICANT ILL NEED TO APPLY FOR, AND RECEIVE, A BUILDING PERMIT FOR ANY AND ALL PROPOED RETAINING ALL EQUAL TO OR GREATER THAN 24 HEIGHT. 4. ALL PROVIION OF THE TALLAHAEE LAND DEVELOPMENT CODE, CHAPTER 7, IGN CODE HALL BE APPLICABLE AND EPARATE PERMIT HALL BE REQUIRED FOR IGN. 5. PARKING, GREEN PACE AND LANDCAPE ILAND REQUIREMENT ERE APPROVED AND CONTRUCTED PER PRIOR PERMIT TP AND PER THE APPROVED PUD PRZ The Drawings, pecifications and other documents prepared by Moore Bass Consulting, Inc. (MB) for this Project are instruments of MB for use solely with respect to this Project and, unless otherwise provided, MB shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. EDARD N. BA, III, P.E. FL. REG. NO GEOMETRY PLAN 3.0

12 GRAPHIC CALE inch = 20 ft. CONTRACTOR NOTICE 2014 (as revised July 2015) The Contractor & Owner will be held accountable during construction for all site improvements. Compliance with Florida tatutes (F..), and the 5th Edition (2012 Florida Accessibility Code) for Building Construction (FACBC), is mandatory. If incorrect at final inspection, contractor will be required to modify construction to comply with F.. and FACBC. The following items take precedence and supersede other site details on drawings: Accessible parking spaces and access aisles serving a particular building shall be located on the shortest accessible route 3. Accessible parking spaces shall be 12' wide Parking spaces and access aisles shall be level (not to exceed 1:48 6. Accessible Parking signs shall be FDOT approved and shall read 'PARKING BY DIABLED PERMIT ONLY' and shall indicate a $250 fine for illegal use. Install signs a (inches) from the ground to the bottom of the sign(s). Re: 7. Curb ramps shall not exceed 1:12 slope, and curb ramp flares shall not exceed 1:10 slope. Curb ramps and flared sides shall not encroach upon parking spaces, access aisles, or vehicular traffic lanes. The counter slope of adjacent road 8. as wide as the curb ramp (excluding flared sides) leading to it. Exception: for alterations, where there is no landing, curb horizontal extensions at the top & *Connect buildings within the same site with an accessible route which shall not exceed 1:20 slope (unless ramps and C:\Projects\Q06.003\orkfiles\P\q GRAD.dwg, 4.0, bdavis, Feb 08, :55:35pm HAFFIELD BUILDING PECIALTIE, INC PHYICIAN DRIVE TALLAHAEE, FLORIDA * EXCEPTION: An accessible route shall not be required between accessible buildings, accessible facilities, accessible elements, and accessible spaces if the only means of access between them is a vehicular way not providing pedestrian The Drawings, pecifications and other documents prepared by Moore Bass Consulting, Inc. (MB) for this Project are instruments of MB for use solely with respect to this Project and, unless otherwise provided, MB shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. EDARD N. BA, III, P.E. FL. REG. NO GRADING PLAN 4.0

13 Exeter 0 GRAPHIC CALE inch = 20 ft. Ermine Hines Ted Pot's Pl. Corinne t. helby atson Point andpiper andpebble Rickards Care andcastle Pt.N Point Quiet Leyland Ginger Hollow Birch Torulusa Crepe River Nutmeg Panther Creek ITE Riggins Joydell Mahan James Plaza () (N) Mahan (E) Mitcham Cho se Cir. Cir. Fort Knox Mini-Maxi Mitchell Powell Bros. Eliza Gypsum Gypsum LOCATION MAP CALE: 1" = 1000' HAFFIELD BUILDING PECIALTIE, INC PHYICIAN DRIVE TALLAHAEE, FLORIDA C:\Projects\Q06.003\orkfiles\P\q UTIL.dwg, 5.0, bdavis, Feb 08, :01:05pm NOTE: 1. CONTRACTOR TO INTALL FIBERGLA COVER ON ALL BACKFLO PREVENTER PER C.O.T. PEC. 2. MAINTAIN 3' MIN. COVER ON ALL ATER LINE. 3. EE ARCHITECTURAL PLAN FOR CONTINUATION OF ATER AND EER ERVICE INTO BUILDING. 4. ALL ATER AND ANITARY EER INTALLATION HALL BE PER C.O.T. PECIFICATION, CURRENT EDITION. 5. ALL ATER METER AND BACKFLO PREVENTER HALL BE LOCATED IN GREEN AREA. 6. NO LANDCAPING MATERIAL OTHER THAN OD AND MULCH HALL BE PLACED ITHIN 2' OF ATER METER. 7. MANIFOLD TO BE LOCATED A MINIMUM OF 13" BELO FINIH GRADE. 8. ALL MATERIAL FOR METER MANIFOLD MUT BE MADE IN THE U..A. (DOMETIC) NO UBTITUTION. 9. THE MINIMUM HORIZONTAL EPARATION BETEEN ATER AND EER I TEN FEET (10'). THE MINIMUM VERTICAL EPARATION BETEEN ATER AND EER I EIGHTEEN INCHE (18"). 10. ALL BACKFLO PREVENTER, IRRIGATION MUT BE REDUCED PREURE ZONE (RPZ) TYPE DEVICE. FIRE DEPARTMENT NOTE: 1. DEPTH OF FIRE MAIN PIPING TO TOP OF PIPE: 36" MINIMUM UNDER DRIVING URFACE 30" MINIMUM UNDER NON-DRIVING URFACE 2. FIRE MAIN PIPING HALL NOT BE COVERED UNTIL INPECTED BY THE TALLAHAEE FIRE DEPARTMENT. 3. FIRE HYDRANT HALL BE A MINIMUM OF 18" ABOVE GRADE MEAURED TO THE TEAMER NOZZLE. 4. TEAMER NOZZLE TO FACE ROADAY OR NEARET POINT OF FIRE DEPARTMENT APPARATU ACCEIBILITY HEN PLACED IN ERVICE. 5. HYDRANT FLO TET I REQUIRED TO BE ITNEED BY THE TALLAHAEE FIRE DEPARTMENT. 6. CLEARANCE OF 3' HALL BE MAINTAINED TO THE FRONT, IDE AND REAR OF ALL FIRE APPLIANCE (i.e., HYDRANT, BACKFLO PREVENTOR, POT INDICATOR VALVE, FIRE DEPARTMENT CONNECTION). 7. ALL FIRE ERVICE PIPING HALL MEET NFPA 13R CODE. The Drawings, pecifications and other documents prepared by Moore Bass Consulting, Inc. (MB) for this Project are instruments of MB for use solely with respect to this Project and, unless otherwise provided, MB shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. EDARD N. BA, III, P.E. FL. REG. NO CONCEPT UTILITY ERVICE PLAN 5.0

14 94 HRUB OR GROUNDCOVER IZE & PECIE PECIFIED 3" AUCER AROUND HRUB OR GROUNDCOVER ECTION NOT TO CALE PREAD TOP OF ROOT BALL AT OR LIGHTLY ABOVE FINIH GRADE HEIGHT APHALT PARKING & DRIVEAY LEO 11 EXITING TURF IGN ORTH FINIH GRADE 3" MIN. DEPTH OF MULCH BACKFILL ITH EXCAVATED TOPOIL (ATER & TAMP TO REMOVE AIR POCKET) ELL FORMED TREE PECIE A PECIFIED PER PLAN LANDCAPE/INTALLATION PECIFICATION: 1. IRRIGATION AN UNDERGROUND PERMANENT IRRIGATION YTEM HALL BE INTALLED TO PROVIDE 100% COVERAGE TO ALL LANDCAPED AREA. IRRIGATION OF PLANTING HALL COMPLY ITH THE ATER MANAGEMENT GUIDELINE OF THE REGION. IRRIGATION HALL BE PROVIDED THROUGHOUT THE PRING, FALL, AND IN UMMER DROUGHT PERIOD. IRRIGATE EVERYDAY FOR THE FIRT 90 DAY AFTER APPROVED INTALLATION. 2. OIL: CONTRACTOR HALL UBMIT A OIL TET FROM EXITING TOCKPILED TOPOIL, IF ANY, TO DETERMINE THE TYPE AND AMOUNT OF AMENDMENT NEEDED FOR THE AREA THAT I TO RECEIVE TOCKPILED TOPOIL. INVETIGATE AND CORRECT ANY UNUITABLE OIL CONDITION. NE TOPOIL HALL BE FERTILE, FRIABLE, NATURAL LOAM, URFACE OIL, REAONABLY FREE OF UBOIL, CLAY LUMP, BRUH, EED AND OTHER LITTER AND FREE OF ROOT, TUMP, TONE LARGER THAN ONE (1) INCH IN ANY DIRECTION, AND ANY OTHER MATTER HARMFUL TO PLANT GROTH. OIL AMENDMENT MIXTURE HALL CONIT OF 1/3 PART ORGANIC OIL MATERIAL TO 1/3 PART "FLORIDA PEAT" OR EQUIVALENT TO 1/3 PART CLEAN, AHED BUILDER AND AND LIME A REQUIRED TO BRING THE PH TO 5.5 OR PRAY: THE UE OF BROAD PECTRUM INECTICIDE I DICOURAGED. PRAY HALL BE DILUTED A DIRECTED. THE PLANT HALL BE UNIFORMLY PRAYED INCLUDING THE UNDERIDE OF LEAVE. DRIFT HALL BE MINIMIZED BY PRAYING IN THE EARLY MORNING OR EVENING, HEN THERE I LITTLE BREEZE. 4. INTALLATION PLANTING OF TREE AND HRUB: INTALL PER DETAIL. ET PLANT O THAT THE TOP OF THE ROOTBALL I AT THE AME ELEVATION A ADJACENT FINIHED LANDCAPE GRADE OR UP TO ONE-HALF INCH HIGHER, BUT NOT LOER THAN ADJACENT GRADE. ONCE THE PLANT I ET, RE-FILL THE HOLE ITH BACKFILL OIL, FIRMING IT A IT I ADDED TO ELIMINATE VOID AND AIR POCKET. ATER PLANT THOROUGHLY AFTER ADDING BACKFILL. DIH TOP OF PLANTING OIL MIXTURE TO ALLO FOR MULCHING. MULCH PIT, TRENCHE AND PLANTED AREA. PROVIDE NOT LE THAN TO (3) INCHE OF MULCH. TAKE OR UPPORT TREE IMMEDIATELY AFTER PLANTING A REQUIRED. EXITING OIL REMOVE CONTAINER ITH NO DAMAGE TO ROOT NOTE: DO NOT AMEND BACKFILL. IF NECEARY, OIL IMPROVEMENT HALL BE MADE TO THE ENTIRE LANDCAPE AREA BEFORE PLANTING; REPLACE UNDEIRABLE EARTH ITH OIL AMENDMENT AND TILL INTO EXITING OIL. HRUB AND GROUNDCOVER DETAIL TREE ELL TOP OF ROOT BALL 10% ABOVE FINIH GRADE EDGE OF MULCH 3' MIN. FROM TREE (1' RADIU PER EACH INCH OF TRUNK DIAMETER) FINIH GRADE TREE ROOT BALL 2" x 2" UNTREATED OOD CRO-BRACE EXTENDING OVER ROOT BALL AND AND TREE ELL 2" x 2" UNTREATED OOD TAKE ADJACENT TO ROOT BALL AT THE PECIFIED DEPTH & ATTACHED TO CRO-BRACE ITH CRE. ROOT FLARE 1" MINIMUM ABOVE FINIH GRADE BACKFILL ITH EXCAVATED TOPOIL (ATER & TAMP TO REMOVE AIR POCKET) NOTE: DO NOT AMEND BACKFILL. IF NECEARY, OIL IMPROVEMENT HALL BE MADE TO THE ENTIRE LANDCAPE AREA BEFORE PLANTING; REPLACE UNDEIRABLE EARTH ITH OIL AMENDMENT AND TILL INTO EXITING OIL. 18" MIN. NOT TO CALE PLAN NOT TO CALE ECTION NOT TO CALE PREAD TICE IDTH OF ROOT BALL TREE PLANTING DETAIL NOT TO CALE REMOVE OIL FROM ABOVE ROOT FLARE TO EXPOE THE TOPMOT ROOT HERE IT EMERGE FROM THE TRUNK. LEAVE THE TOP OF THE ROOT BALL EXPOED ITH LITTLE OR NO MULCH COVERING IT. LEAVE THE TOP 2" OF ROOT BALL RIM EXPOED ITH MULCH COVERING THE IDE OF THE ROOT BALL CONTAINER GRON MATERIAL (REMOVE CONTAINER AND ANY CIRCLING ROOT ON ROOTBALL) 3" MIN. DEPTH OF MULCH 4" HIGH AUCER AROUND TREE EXITING OIL PLANT HALL BE PRUNED TO REMOVE ALL BROKEN, DEAD AND DIEAED LIMB. ANY CRO-RUBBING OOD HOULD BE REMOVED TO PREVENT DIEAE. NEVER REMOVE MORE THAN ONE-QUARTER OF A LIVE TREE CRON IN A INGLE YEAR. 5. FERTILIZER: FERTILIZER REQUIREMENT HALL BE BAED ON PECIFIC ITE OIL ANALYI. CONFORM TO ALL APPLICABLE TATE FERTILIZER LA AND MANUFACTURER' INTRUCTION. TREE AND HRUB AND OD: UE GRANULAR, NON-BURNING PRODUCT, ITH MICRONUTRIENT, AND HALF OF THE NITROGEN I TO BE IN A LO RELEAE FORM. BROADCAT FERTILIZER OVER THE AREA OF ROOT GROTH AT A RATE OF 6 POUND PER 1000 QUARE FEET OF LANDCAPE AREA. APPLY IN THE PRING AND FALL. GROUNDCOVER (EXCLUDING OD): APPLY ONE POUND OF NITROGEN, PER APPLICATION, PER 1,000 QUARE FEET OF URFACE AREA, TO TIME A YEAR. HEIGHT 2" x 2" UNTREATED OOD CRO-BRACE EXTENDING OVER ROOT BALL AND TREE ELL 2" x 2" UNTREATED OOD TAKE ADJACENT TO ROOT BALL AT THE PECIFIED DEPTH & ATTACHED TO CRO-BRACE ITH CRE 91 V AHINGTON PALM AHINGTON PALM V 95 OD V 96 rdm 8 93 RDB 4 RDB 4 DO 6 DO H V Y 94 D DO 6 95 RDB AHINGTON PALM AHINGTON PALM AHINGTON PALM AHINGTON PALM GENERAL NOTE: OD OD 99 5,707 F (OFFICE/RETAIL) 95 OD rdm AUTIN DAVI DRIVE (C.O.T. RIGHT OF AY) GM I C TV GT GT GT GT T ,113 F (OFFICE/RETAIL) ,116 F (OFFICE/RETAIL) APPROXIMATE LOCATION OF EXITING HRUB & GROUNDCOVER (TYP.) 98 BFP 1. ALL PLANT MATERIAL HALL BE FLORIDA NO. 1 OR BETTER A DECRIBED IN "GRADE AND TANDARD FOR NURERY PLANT," ECOND EDITION, TATE OF FLORIDA, DEPARTMENT OF AGRICULTURE, TALLAHAEE. 2. QUANTITIE ON LANDCAPE PLAN ARE MINIMUM ONLY. CONTRACTOR I REPONIBLE FOR HI ON QUANTITY TAKE-OFF, AND HALL PROVIDE ALL PLANT MATERIAL REQUIRED TO FILL PLANT BED AREA AT PACING ON PLANT CHEDULE. 3. INTALL PINE TRA MULCH ITHIN ALL LANDCAPE AREA AT A MINIMUM OF 3" COMPACTED THICKNE. THE MULCH LAYER AROUND NELY PLANTED TREE HALL BE TO TO THREE TIME THE DIAMETER OF THE CRON PREAD, AT A MINIMUM OF 3" COMPACTED THICKNE. MULCH ETABLIHED TREE AT LEAT TO THE DRIP LINE. 4. ALL REQUIRED LANDCAPE AREA AND BUFFER TRIP HALL BE PROVIDED ITH AN IRRIGATION YTEM TO ALLO 100 PERCENT COVERAGE. CONTRACTOR HALL PROVIDE AN UNDERGROUND PERMANENT IRRIGATION YTEM. ALL IRRIGATION LINE HALL BE INTALLED O A TO NOT IMPACT THE CRITICAL PROTECTION ZONE OF PROTECTED TREE UED A CREDIT. THEE PROTECTED TREE HALL BE CLEARLY MARKED IN THE FIELD AND ANY NECEARY IRRIGATION DITURBANCE HALL BE APPROVED BY THE CONULTING LANDCAPE ARCHITECT PRIOR TO INTALLATION. CONTRACTOR HALL NOTIFY CITY INPECTOR IN ADVANCE PRIOR TO ANY POTENTIAL DITURBANCE. 5. OD ALL DITURBED AREA AND LOPE GREATER THAN 4:1 UNLE INDICATED TO CONTAIN EED & MULCH, HRUB, GROUNDCOVER, MULCH OR OTHER MATERIAL. 6. CONTRACTOR HALL GUARANTEE PLANT FOR A PERIOD OF ONE YEAR FROM TIME OF INTALLATION. 7. THE PLANTING VOLUME FOR ONE OR MORE TREE HALL BE A MINIMUM OF 1200 CUBIC FEET ITH A MINIMUM IDTH OF 12 FEET AND A DEPTH OF THREE FEET. 8. THE INTERIOR PLANTING AREA HALL BE EXCAVATED TO A DEPTH OF THREE FEET BELO THE FINIHED GRADE OF THE PLANTING AREA AND REPLACED ITH A NON-COMPACTABLE "FRIABLE" TOPOIL. 9. TREE AND HRUB HALL NOT BE PLANTED CLOER THAN THREE (3) FEET FROM THE EDGE OF ANY IMPERVIOU AREA. 10. THE ONER ACCEPT THE REPONIBILITY OF MAINTAINING ALL LANDCAPING (BOTH PLANTED AND EXITING) IN PERPETUITY, TO INCLUDE PROPER ATERING, FERTILIZATION, EEDING, PRUNING, PET CONTROL AND REPLACEMENT OR REPLANTING (IF NECEARY). VEGETATION HALL BE MAINTAINED IN A VIGOROU AND HEALTHY CONDITION. 11. NO REQUIRED LANDCAPE AREA HALL BE UED FOR ACCEORY TRUCTURE, GARBAGE OR TRAH COLLECTION, PARKING OR ANY OTHER FUNCTIONAL UE CONTRARY TO THE INTENT AND PURPOE OF THE TALLAHAEE LAND DEVELOPMENT CODE. 12. ALL AREA ITHIN THE CLEAR ITE TRIANGLE HALL BE MAINTAINED A FOLLO: AN UNOBTRUCTED CRO-VIIBILITY BETEEN TO AND TEN FEET ABOVE THE LEVEL OF THE CENTERLINE OF THE PUBLIC RIGHT-OF-AY HALL BE MAINTAINED ITHIN THE ITE TRIANGLE. TREE HAVING LIMB AND FOLIAGE TRIMMED O THAT THE CRO-VIIBILITY ITHIN THE IGHT TRIANGLE I NOT OBCURED HALL BE ALLOED TO OVERHANG THE ITE TRIANGLE, PROVIDED THE LOCATION OF ANY TREE DOE NOT CREATE A TRAFFIC HAZARD. 13. CONTRACTOR HALL COORDINATE DAILY AND/OR ROUTINE EEPING CHEDULE AFTER ANY AND ALL CONTRUCTION ACTIVITIE THAT CAUE TRACKING ONTO PUBLIC TREET. BFP V V V V ELM 7 H QN MG GB CC Y D V 98 YMBOL ELM 4 OD OD EXITING TURF ELM 8 TRANPLANT ELM TREE TO THE CENTER OF LANDCAPE ILAND (OR REPLACE) V GV IGN T R E E 98 LEO 10 PLANTING CHEDULE OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU CEM 4 CEM 4 CAPITAL CIRCLE NORTHEAT ~ R/ VARIE (TATE ROAD -261) LEGEND 1 inch = 20 ft. GRAPHIC CALE NUTTALL OAK DD BLANCHARD MAGNOLIA GINKO REDBUD A PALMETTO CHINEE NOBALL BURGUNDY LOROPETALUM DARF ALTER VIRBURNUM ANDANKA VIBURNUM CORAL DRIFT ROE DARF MAIDEN GRA LOMANDRA BREEZE AZTEC GRA BLUE PACIFIC JUNIPER MEXICAN PETUNIA CENTIPEDE OD QTY. BOTANICAL NAME COMMON NAME IZE/REMARK H R U B QUERCU NUTTALLII NUTTALL OAK 10-12' HT. X 4-5' PR., 3" CAL., 45 GAL MAGNOLIA GRANDIFLORA 'DD BLANCHARD' DD BLANCHARD MAGNOLIA 10-12' HT. X 4-5' PR., 3" CAL., 45 GAL GINKO BILOBA GINKO 8' HT. X 3-4' PR., 2" CAL., 25 GAL CERCI CANADENI REDBUD 8' HT. X 3-4' PR., 2" CAL., 25 GAL R 6 ERENOA REPEN A PALMETTO 18" X 18", 7 GAL., 6' O.C. VM 1 VIBURNUM MACROCEPHALUM TERILE CHINEE NOBALL 36" X 24", 7 GAL., PECIMEN LC 17 LOROPETALUM CHINENE VAR. RUBRUM BURGUNDY BURGUNDY LOROPETALUM 20" X 20", 3 GAL., 5' O.C. VO 35 VIBURNUM OBOVATUM 'HORLED CLA' DARF ALTER VIRBURNUM 16" X 16", 3 GAL., 3' O.C. V 21 VIBURNUM UPENUM ANDANKA VIBURNUM 20" X 20", 3 GAL., 3' O.C. RM 15 ROA 'MEIDRIFORA' CORAL DRIFT ROE 16" X 16", 3 GAL., 3' O.C. G R O U N D C O V E R M 300 MICANTHU INENI ADAGIO DARF MAIDEN GRA FULL, 3 GAL., 30" O.C. LL 100 LOMANDRA LONGIFOLIA BREEZE LOMANDRA BREEZE FULL, 3 GAL., 30" O.C. OI 380 OPHIOPOGON INT. 'ARGENTEOMARGINATU' AZTEC GRA FULL, 1 GAL., 24" O.C. JC 350 JUNIPERU CONFERTA BLUE PACIFIC BLUE PACIFIC JUNIPER FULL, 1 GAL., 18" O.C. RB 180 RUELLIA BRITTONIANA MEXICAN PETUNIA FULL, 1 GAL., 18" O.C. OD T U R F G R A / L A N 1,200.F. EREMOCHLOA OPHIUROIDE CENTIPEDE GRA OD ALL DITURBED AREA AND LOPE GREATER THAN 4:1 UNLE INDICATED TO CONTAIN EED & MULCH, HRUB, GROUNDCOVER, MULCH OR OTHER MATERIAL. REVIION HEET TITLE PROJECT NAME DATE: DRAN BY: HEET CLIENT NAME COLE LANDCAPE ARCHITECTURE (CLA) 2285 TRECOTT DRIVE TALLAHAEE, FL (850) David L. Cowles, Jr., R.L.A. Florida Reg. No: LA CONCEPT LANDCAPE PLAN 6.0 HAFFIELD BUILDING PECIALIT, INC PHYICIAN DRIVE / TALLAHAEE, FL 2/8/2017 COLE LANDCAPE ARCHITECTURE / (850) / TALLAHAEE, FL DLC