CONNECTION FROM FESTIVAL DRIVE / UPTOWN BOULEVARD LANDSCAPE PLANS PW

Transcription

1 CHIPLEY PENSACOLA FORT WALTON BEACH PANAMA CITY TALLAHASSEE LAKE CITY JACKSONVILLE ST AUGUSTINE GAINESVILLE OCALA DAYTONA BEACH DELAND CONNECTION FROM FESTIVAL DRIVE / UPTOWN BOULEVARD LANDSCAPE PLANS PW Project Location NEW PORT RICHEY TAMPA ST PETERSBURG SARASOTA - BRADENTON ORLANDO LAKELAND BARTOW FT MYERS NAPLES MELBOURNE - COCOA FT PIERCE WEST PALM BEACH FT LAUDERDALE MIAMI INDEX OF LANDSCAPE ARCHITECTURAL PLANS KEY WEST L-0 KEY L-1 - L-8 LANDSCAPE PLANTING PLAN L-8 WAYFINDING SCHEDULE AND DETAIL L-9 LANDSCAPE NOTES L-10 LANDSCAPE PLANTING SCHEDULE AND DETAILS L-11 HARDSCAPE DETAILS I-1 - I-8 LANDSCAPE IRRIGATION PLAN ALTAMONTE SPRINGS PAT BATES MAYOR GARDNER HUSSEY DISTRICT 1 COMMISSIONER STEVE WOLFRAM DISTRICT 2 COMMISSIONER SARAH REECE DISTRICT 3 COMMISSIONER JON BATMAN DISTRICT 4 COMMISSIONER FRANKLIN W. MARTZ, II CITY MANAGER CHRIS RADER, P.E. CITY ENGINEER ED TORRES, P.E. PUBLIC WORKS DIRECTOR I-8 LANDSCAPE IRRIGATION SCHEDULE I-9 LANDSCAPE IRRIGATION NOTES AND DETAILS E-1 - E-11 LANDSCAPE LIGHTING PLAN E-12 - E-13 LANDSCAPE LIGHTING SCHEDULE AND CUT S LANDSCAPE PLANS SHOP DRAWINGS TO BE SUBMITTED TO: JOHN P. GORHAM, RLA, ASLA. VANASSE HANGEN BRUSTLIN, INC. 225 E. ROBINSON STREET, SUITE 300 ORLANDO, FL FINAL PLAN SUBMITTAL DATE: JULY 1, 2016 GOVERNING STANDARDS AND SPECIFICATIONS: Florida Department of Transportation, Design Standards and revised Index Drawings as appended herein, and Standard Specifications for Road and Bridge Construction, as amended by Contract Documents For Design Standards click on the "Design Standards" link at the following web site: For the Standard Specifications for Road and Bridge Construction click on the "Specifications" link at the following web site: L-0 Tofte, Shawn 7/1/2016 1:14 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\key.dwg

2 1" = 20' WAYFINDING SIGNAGE #1 MATCH LINE STA MATCH LINE STA L-1 6/30/2016 2:00 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-planrd01.dwg

3 1" = 20' 41 DV 11 PM 81 TA 2 LN 3 ZF 50 DTV DV DTV ZF 2 LN 6 LN 103 DV 92 TA MATCH LINE STA MATCH LINE STA MS WAYFINDING SIGNAGE #2 81 LB 40 TA SHARED DUMPSTER W/ ACCESS FROM NORTH (10' DEEP X 12' WIDE ) 25 PM MATCH LINE STA MATCH LINE STA L-2 6/30/2016 2:15 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-planrd01.dwg

4 1" = 20' 81 TA 266 TA 1 LN 9 RI 9 RI 1 LN 2 MB 2 2 MB LN 50 DV 253 LB 3 QV 50 DV 298 TA WAYFINDING SIGNAGE #3 92 TA 25 PM MATCH LINE STA MATCH LINE STA ' MATCH LINE STA MATCH LINE STA L-3 6/30/2016 2:00 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-planrd01.dwg

5 1" = 20' ORIGIN OF ROADWAY SIGHT DISTANCE +2 FT. OF RESTORATION SOD 623 sf SSF WAYFINDING SIGNAGE # MB 212 SA SA REMOVE EXISTING ALUM. FENCE AND REPLACE W/ FDOT STD INDEX 852 TYPE 1 GUARDRAIL MATCH LINE STA MATCH LINE STA WAYFINDING SIGNAGE #4 71 DV 1 QV 7 LIMESTONE BOULDERS (SEE CHART ON DETAILS ) 2" STONE/GRAVEL SEE DETAIL FOR BOULDER PLACEMENT ETC. MATCH LINE STA MATCH LINE STA EXIST. R/W L-4 6/30/2016 2:01 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-planrd01.dwg

6 WAYFINDING SIGNAGE #5 +2 FT. OF RESTORATION SOD REPLACE EXISTING RAIL W/ FDOT STD INDEX 852 TYPE 1 GUARDRAIL 1" = 20' 12 FT POND ACCESS GATE (SEE DETAIL ) 1 MB 64 LB REMOVE EXISTING ALUM. FENCE AND REPLACE W/ FDOT STD INDEX 852 TYPE 1 GUARDRAIL 22 DV 2 QV 66 LB 9 RI 1 LN REMOVE EXISTING ALUM. FENCE AND REPLACE W/ FDOT STD INDEX 852 TYPE 1 GUARDRAIL EE DETAIL FOR BOULDER PLACEMENT ETC. MATCH LINE STA MATCH LINE STA MATCH LINE STA MATCH LINE STA L-5 6/30/2016 2:01 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-planrd01.dwg

7 MATCH LINE STA MATCH LINE STA " = 20' 22 DV 1 LN 2 QV 66 LB 1 MB 64 LB 9 RI 67 LB 9 RI 2 LN 59 DTV WAYFINDING SIGNAGE #6 24 DV 85 DTV 105 LB 9 RI 1 MB 87 LB 9 RI 83 LB 2 QV 23 DV 1 LN MATCH LINE STA MATCH LINE STA DTV 25 DV WAYFINDING SIGNAGE #7 61 DTV 108 TA L-6 6/30/2016 2:01 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-planrd01.dwg

8 1" = 20' 9 RI ORIGIN OF DRIVEWAY SIGHT DISTANCE WAYFINDING SIGNAG 83 LB 23 DV 1 LN 298 LB 11 RI 3 MB 13 RI 1 QV 82 IV 2 QV 1 LN 135 TA 55 DV 2 QV 439 IV 193 LB 12 RI TA MATCH LINE STA MATCH LINE STA PM 3 LN 222 TA LIMITS OF SIGHT DISTANCE MATCH LINE STA MATCH LINE STA IV L-7 6/30/2016 2:01 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-planrd01.dwg

9 1" = 20' 82 IV WAYFINDING SIGNAGE #8 4 LN WAYFINDING SIGNS* SIGN # LOCATION SIGN COPY 1 STA , 23.00' RT. CRANES ROOST, UPTOWN, RENAISSANCE CENTER 2 STA , 22.00' RT. CRANES ROOST, UPTOWN, RENAISSANCE CENTER 3 STA , 14.50' LT. SR 436, UPTOWN, RENAISSANCE CENTER 4 STA , 22.00' RT. CRANES ROOST, UPTOWN, RENAISSANCE CENTER 5 STA , ' LT. CRANES ROOST, CENTRAL PARKWAY, ALTAMONTE MALL 6 STA , 30.00' LT. CRANES ROOST, UPTOWN, CENTRAL PARKWAY 7 STA , 24.00' RT. CRANES ROOST, UPTOWN, CENTRAL PARKWAY 8 STA , 13.50' LT. CRANES ROOST, CENTRAL PARKWAY, ALTAMONTE MALL *FINAL DESIGN AND LOCATION TO BE CONFIRMED BY THE CITY PRIOR TO PRECONSTRUCTION CONFERENCE IV 103 TA MATCH LINE STA MATCH LINE STA L-8 6/30/2016 2:17 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-planrd01.dwg

10 GENERAL LANDSCAPE NOTES 1. ALL ON-SITE EXISTING CONDITIONS INCLUDING SURFACE AND SUBSURFACE UTILITIES, GRADES, DIMENSIONS AND SOIL CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL BECOME FAMILIAR WITH ALL PLANS PREPARED BY OTHERS THAT AFFECT THE LANDSCAPE AND IRRIGATION WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 2. EVERY POSSIBLE SAFEGUARD SHALL BE TAKEN TO PROTECT BUILDING SURFACES, EQUIPMENT, FURNISHINGS, CURBS, UTILITIES AND EXISTING PLANTING AREAS TO REMAIN INCLUDING LAWN. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE OR INJURY TO PERSON OR PROPERTY THAT MAY OCCUR AS A RESULT OF NEGLIGENCE IN THE EXECUTION OF THE CONTRACTOR'S WORK. 3. THE CONTRACTOR SHALL INTERFACE WITH OTHER WORK BEING PERFORMED BY OTHER CONTRACTORS. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND THEIR SUBCONTRACTORS. THE LANDSCAPE CONTRACTOR SHALL INSURE THAT THEIR WORK DOES NOT IMPACT ESTABLISHED OR PROJECTED DRAINAGE PATTERNS. 4. PRIOR TO PLANTING INSTALLATION, THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY OF ALL THE SPECIFIED PLANT MATERIALS AND MAKE ARRANGEMENTS WITH THE OWNER'S REPRESENTATIVE AND OWNER'S REPRESENTATIVE TO REVIEW AND MUTUALLY FIELD TAG AGREED UPON PLANT MATERIALS AT LEAST ONE (1) WEEK PRIOR TO DELIVERY TO SITE. 5. ALL PLANT MATERIAL SIZES SPECIFIED ARE MINIMUM SIZES. ALL CONTAINER AND TREE CALIPER SIZES ARE MINIMUM. CONTAINER OR CALIPER SIZE MAY BE INCREASED IF NECESSARY TO PROVIDE OVERALL PLANT SIZE SPECIFIED. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EXISTING VEGETATION AS REQUIRED AND PREPARING PLANTING AREAS PRIOR TO INSTALLATION OF PLANT MATERIALS. TRIMMING, SODDING AND MULCHING WILL BE REQUIRED TO BLEND NEW PLANTINGS IN WITH EXISTING LANDSCAPE AREAS.. 7. THE LANDSCAPE CONTRACTOR SHALL TEST PROJECT SOILS TO VERIFY THAT THE SOILS ON-SITE ARE ACCEPTABLE FOR PROPER GROWTH OF PLANT MATERIALS AND ADEQUATE DRAINAGE IN PLANT BEDS AND PLANTERS. THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE LOCATION, AND PROCUREMENT OF EXISTING ON-SITE SOIL SAMPLES WITH THE OWNER'S REPRESENTATIVE. REPRESENTATIVE SAMPLES SHALL BE SUBMITTED TO A CERTIFIED TESTING LABORATORY FOR ANALYSIS. THE FINDINGS, TOGETHER WITH RECOMMENDATIONS FOR AMENDING THE SOILS SHALL BE REVIEWED AND APPROVED BY THE OWNER, LANDSCAPE ARCHITECT, AND OWNER'S REPRESENTATIVE PRIOR TO DELIVERY AND INSTALLATION OF PLANT MATERIALS AT THE JOB. FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AND REPORTING ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE FOR CLARIFICATION PRIOR TO CONTRACT AWARD AND COMMENCEMENT OF WORK. 12. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE EXTENT OF SOD WORK IN THE FIELD, INCLUDING GRASS AREAS DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SOD IN THE AREAS SHOWN ON THE PLAN, IN SUFFICIENT QUANTITY TO PROVIDE FULL COVERAGE. ADDITIONAL GRASS REQUIRED WILL BE ADJUSTED BASED ON A SQUARE FOOTAGE UNIT PRICE. AREAS TO BE GRASSED SHALL BE AMENDED PER SOILS REPORT TO PROVIDE REQUIRED NUTRIENTS AND SOIL PH OF BETWEEN 6.0 AND THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANTS, SPACED AS SPECIFIED ON THE PLANT LIST. WHEN INSTALLING SHRUBS IN PLANTING BEDS, SPACING OF MATERIAL SHALL TAKE PRECEDENCE OVER QUANTITY OF MATERIALS INDICATED FOR PLANTING AREAS. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY IF SUCH SITUATIONS ARISE. SHRUB AND GROUNDCOVER SPACING IS GENERALLY INDICATED ON THE PLANT LIST FOR ALL 'MASS PLANTINGS'. ACCENT SHRUBS AND TREES THAT ARE NOT PART OF MASS PLANTINGS SHALL BE SPACED AS SHOWN ON THE PLANS. 14. ALL PLANTING BEDS SHALL BE TOP-DRESSED WITH A 3" LAYER OF MULCH AS SPECIFIED. ALL TREES SHALL HAVE A 3" THICK LAYER OF MULCH RING PLACED AROUND THE BASE OF THE TRUNK, LEAVING 2" CLEAR WITH BARE SOIL. THE LANDSCAPE SCOPE OF WORK INCLUDES MULCHING AS AN INTEGRAL PART THE PROJECT. 15. ALL EXISTING PLANT BEDS TO REMAIN WITHIN THE CONSTRUCTION LIMIT LINE SHALL BE LEFT UNDISTURBED. EXISTING TREES TO REMAIN, AS NOTED ON THE DRAWINGS, SHALL BE LEFT UNDISTURBED AND PROTECTED BY WOODEN BARRICADES ERECTED AT THE PERIMETER OF THE TREE DRIP-LINE(S). NO VEHICLE SHALL TRAVERSE THIS AREA NOR SHALL ANY STORAGE OF MATERIALS OR EQUIPMENT BE PERMITTED WITHIN THE AREA OF THE TREE DRIP-LINE(S). ANY EXISTING PLANT BEDS OR TREES DAMAGED BY CONSTRUCTION ACTIVITY SHALL BE REPLACED BY THE RESPONSIBLE PARTY AT THEIR OWN EXPENSE. 16. NO TREES SHALL BE PLANTED WITHIN DESIGNATED UTILITY SETBACKS NOR ANY PLANTS LOCATED WITHIN FOUR FEET (4') OF ANY SWALE CENTERLINE IDENTIFIED ON THE DRAWINGS EXCEPT FOR GROUND COVER PLANTS ADJACENT TO ROCK CHANNEL AT STA FIELD ADJUST AS NECESSARY AND REVIEW ADJUSTMENTS WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS AND EXCAVATED BACKFILL OFF-SITE ON A DAILY BASIS AT NO ADDITIONAL COST TO THE OWNER SOIL PREPARATION FOR ALL PLANTED AREAS 1. AREAS TO BE PLANTED THAT ARE DENSELY COMPACTED, 85% TO 90%, SHALL BE CROSS-RIPPED TO 12 IN. DEPTH. AREAS OVER 90% COMPACTED SHALL BE CROSS-RIPPED TO 24 IN. DEPTH, AND, OVER 85% SHALL BE CULTIVATED TO ACHIEVE 80% OR LESS COMPACTION TO A DEPTH OF 18. ALL UNACCEPTABLE MATERIALS, INCLUDING LIMEROCK BASE, CONCRETE SCREENINGS, ASPHALT, ETC., SHALL BE REMOVED AND DISPOSED OF PROPERLY. 2. SOIL FOR PLANTING SHALL BE FREE OF ROCKS OVER 1/2 IN. IN DIAMETER, AND FREE OF FOREIGN DEBRIS, REFUSE, PLANTS OR ROOTS, CLODS, WEEDS, STICKS, SOLVENTS, PETROLEUM PRODUCTS, CONCRETE, BASE ROCK, OR OTHER DELETERIOUS OR UNDESIRABLE AND UNWANTED MATERIALS. SOIL SHALL BE FREE OF SOIL-BORNE DISEASES AND CAPABLE OF SUSTAINING HEALTHY PLANT LIFE. MATERIALS NOT MEETING SUCH REQUIREMENTS SHALL BE REMOVED, INCLUDING ALL TEMPORARY ROAD BASES OR PAVEMENT ALREADY IN PLACE. 3. IN AREA WHICH WILL RECEIVE IMPORT SOIL, SCARIFY THE EXISTING SOIL 12 IN. DEEP IF THE SOIL HAS BEEN COMPACTED PRIOR TO BACKFILLING. 4. BACKFILL PLANTING MEDIA FOR ALL SHRUB AND TURF AREAS SHALL BE PROVIDED AT A MIN. DEPTH OF 18" AND SHALL BE COMPRISED OF THE FOLLOWING MIXTURE: 1/3 COARSE GRAIN SAND 1/3 PEAT 1/3 NATIVE CLASS A SOIL 8. THE LANDSCAPE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL SOIL DEPTH AND DRAINAGE IN ALL PLANT BEDS AND PLANTERS. EXCAVATION OF COMPACTED FILL SHALL BE ACCOMPLISHED TO INSURE PROPER SOIL DEPTH AND DRAINAGE, (SEE SOIL PREPARATION NOTES). 9. ALL PLANTING BEDS SHALL BE STAKED IN ACCORDANCE WITH THE PLANS AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL PROVIDE STAKES OR IRRIGATION FLAGS TO LOCATE THE EDGES OF ALL SHRUB AND GROUNDCOVER PLANT BEDS AND INDIVIDUAL TREES AND PALMS. IF EXISTING CONDITIONS DO NOT ALLOW THE DESIGN TO BE LAID OUT AS SHOWN, NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY. 10. ALL PROPOSED TREES SHALL BE INSTALLED EITHER ENTIRELY IN OR ENTIRELY OUT OF PLANTING BEDS. PLANTING BED OUTLINES SHALL NOT BE OBSTRUCTED AND SHALL BE SMOOTH AND FLOWING. IF TREES ARE LOCATED OUTSIDE PLANTING BEDS IN GRASS AREAS, MAINTAIN A MINIMUM THREE FEET 3' WIDE OFFSET TO ALLOW FOR MOWERS TO MANEUVER. 18. CONTRACTOR IS RESPONSIBLE TO WARRANTY AND MAINTAIN ALL LANDSCAPE CONSTRUCTION FOR ONE YEAR IN ACCORDANCE WITH FDOT SPECIFICATION THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY AND PLUMB CONDITION OF ALL INSTALLED PLANT MATERIALS. THE CONTRACTOR SHALL REMOVE ALL STAKING MATERIALS THE END OF THE ESTABLISHMENT PERIOD AND DISPOSE OFFSITE. 20. TAKE RESPONSIBILITY TO COORDINATE IRRIGATION SYSTEM CONSTRUCTION WITH LANDSCAPE. IRRIGATION SUPPLY LINES MUST BE CONSTRUCTED AND OPERATIONAL PRIOR TO PLANTING OF ANY TREES. 11. THE PLANT QUANTITIES SHOWN ON THE LANDSCAPE CONTRACT DOCUMENTS ARE L-9 6/30/2016 2:01 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-planrd01.dwg

11 PLANT SCHEDULE ITEM TREES CODE COMMON NAME BOTANICAL NAME CONT CAL SIZE QTY REMARKS P-22 LN Nitida Palm Livistona nitida F.G. 12` C.T. 24 MATCHED SPECIMEN T-45 MB Bracken`s Southern Magnolia Magnolia grandiflora `Brackens Brown Beauty` 100 gal 4"Cal 14` Ht., 6` Spd. 11 4` C.T. MIN. T-3 QV Southern Live Oak Quercus virginiana 100 gal 4"Cal 14` Ht., 8` Spd. 11 FLORIDA FANCY 1.5x ROOTBALL DIA. PROVIDE MINIMUM PIT CLEARANCE AROUND ROOTBALL 12" ALL SIDES AND 6" UNDER BOTTOM 1 REINFORCED RUBBER HOSE #10 GAUGE WIRE FROM CENTRAL TRUNK TO THREE STAKES REINFORCING RUBBER ELBOW TWO 2"x4"x8' P.T. WOOD STAKES, IF TREE IS LESS THAN 4" CALIPER OR FOUR 2"x4"x8' P.T. WOOD STAKES, IF TREE IS MORE THAN 4" CALIPER MINIMUM 3" MULCH, 12" IN DIAMETER AROUND TRUNK SOIL BERM 1/3 ROOTBALL DIA. POSTS TO BE LOCATED 3 1 OF THE ROOT BALL DIAMETER AWAY FROM THE EDGE OF THE ROOTBALL PLANTING SOIL MIXED PER SPECIFICATIONS PLANTING SOIL MIXED PER SPECIFICATIONS AS IDENTIFIED IN A SOIL REPORT AS SECURED BY THE LANDSCAPE CONTRACTOR AND CERTIFIED BY THE LANDSCAPE ARCHITECT. TREE PLANTING DETAIL WITH POLE STAKING NTS 3x TO 5x ROOTBALL DIA. PRUNE AND TIE FRONDS WITH HEMP TWINE PRIOR TO RELOCATION, UNLESS OTHERWISE NOTED OR DIRECTED. NOTE: DATE PALMS DO NOT PRUNE FROND LENGTHS, REMOVE ONLY DEAD FRONDS. PALM (TYP.). SECURE BRACES TO BATTENS W/ MIN. OF 2 NAILS EACH BRACE, TYP. TOE-NAIL BRACE TO P.T. STAKE, STAKES SHALL BE 1"-2" BELOW FINISHED GRADE, TYP. NOTE: NO MULCH WITHIN 4" OF TRUNK, TYP. 2 PALM BRACING DETAIL NTS PLAN TWO BANDS TO SECURE BATTENS. FIVE FOAM BACKED BATTENS-NOTCHED, MIN. (MORE MAY BE REQUIRED TO KEEP STRAPS OFF PALM TRUNK W/ LARGER DIA.). 3-2" X 4" X 8' FT. P.T. BRACES CUT TO FIT BATTENS AND STAKES. WOOD STAKES TO BE FLUSH W/ FINISH GRADE. PAINT AS DIRECTED. 1"-2" DEPTH MULCH (SEE PLAN) 4" WATER RING - (WITHIN ROOT BALL DIA.), FILL 3 TIMES IMMEDIATELY AFTER PLANTING. RAKE OUT PRIOR TO MULCHING AND PLANTING. FINISH GRADE - 1"-2" BELOW TOP OF ROOTBALL. BACKFILL: TOP SOIL TYPICAL OF AREA. (BACKFILL SHALL BE AMENDED THROUGHOUT ENTIRE SITE W/ FERTILIZER AND COMPOST AS REQUIRED). S-50 S-24 S-21 S-15 S-66 S-70 S-61 S-65 S-31 S-71 SHRUBS CODE COMMON NAME BOTANICAL NAME CONT SIZE SPACING QTY REMARKS PM Podocarpus Podocarpus macrophyllus 7 gal 60" Ht., 18" Spd. 3` O.C. 99 DENSELY FOLIATED RI White Indian Hawthorn Rhaphiolepis indica `Alba` 3 gal 18" x 18" 3` O.C. 90 DENSELY FOLIATED ZF Coontie Fern Zamia floridana 3 gal 15" x 15" 3` O.C. 8 FULL SHRUB AREAS CODE COMMON NAME BOTANICAL NAME CONT SIZE SPACING QTY REMARKS DTV Variegated Flax Lily Dianella tasmanica `Variegata` 1 gal 12" O.A. 12" o.c. 379 FULL DV African Iris Dietes vegeta 1 gal 12" O.A. 18" o.c. 498 MIN. 3 STEMS IV Blue Flag Iris versicolor 1 gal 12" O.A. 12" o.c. 599 MIN. 3 STEMS LB Big Blue Lilyturf Liriope muscari `Big Blue` 1 gal 12" o.c. 1,297 FULL MS Sunshine Mimosa Mimosa strigillosa 1 gal 8" SPD. 24" o.c. 19 WELL ROOTED TA Asiatic Jasmine Trachelospermum asiaticum `Asiatic` 1 gal 12" Runners 12" o.c. 1,345 FULL GROUND COVERS CODE COMMON NAME BOTANICAL NAME CONT SIZE SPACING QTY REMARKS SA Narroleaf Blue-eyed Grass Sisyrinchium angustifolium 1 gal 6" HT. 8" o.c. 331 MIN. 3 STEMS SD-3 SSF `Floratam` St. Augustine Sod Stenotaphrum secundatum `Floratam` sod Solid Panels 623 sf REINFORCED RUBBER HOSE HEAVY DUTY NYLON STRAPS OR EQUAL FROM CENTRAL TRUNK TO THREE STAKES 1.5x ROOTBALL DIA. 3 THREE 2"x4"x8' P.T. WOOD STAKES MINIMUM 3" MULCH (SEE PLAN) SOIL BERM MULTI-STEM TREE PLANTING DETAIL NTS 3x TO 5x ROOTBALL DIA. PLANTING SOIL MIXED PER SPECIFICATIONS AS IDENTIFIED IN A SOIL REPORT AS SECURED BY THE LANDSCAPE CONTRACTOR AND CERTIFIED BY THE LANDSCAPE ARCHITECT. PROVIDE MINIMUM PIT CLEARANCE AROUND ROOTBALL 12" ALL SIDES AND 6" UNDER BOTTOM. ASSURE TOP OF ROOTBALL IS PLANTED 1 TO 2 INCHES ABOVE SURROUNDING GRADE. 4 MINIMUM 3" MULCH SEE PLAN MINIMUM 12" DEPTH OF PLANTING SOIL IN GROUNDCOVER PLANTING BEDS PLANTING SOIL MIXED PER SPECIFICATIONS AS IDENTIFIED IN A SOIL REPORT AS SECURED BY THE LANDSCAPE CONTRACTOR AND CERTIFIED BY THE LANDSCAPE ARCHITECT. ASSURE TOP OF ROOTBALLS ARE PLANTED 1 INCH ABOVE SURROUNDING GRADE. PROVIDE MINIMUM PIT CLEARANCE AROUND ROOTBALL OF 6" SIDES AND BOTTOM SHRUB/GROUNDCOVER PLANTING DETAIL NTS 5 EDGE OF PAVEMENT OR CURB SOD EDGE OF BEDLINE NOTE: CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS/BEDS PRIOR TO INSTALLATION AS SHOWN, SPACED EQUIDISTANT FROM EACH OTHER (AT SPACING SPECIFIED IN THE PLANT LIST) SHRUB/GROUNDCOVER SPACING PLAN NTS NOTE: THE PERIMETER OF ALL CURVED PLANTING BEDS SHALL BE PLANTED WITH A ROW OF SHRUBS AS SHOWN IN THE PLANS AND AT THE SPACING SHOWN IN THE PLANT LIST. INTERIOR PORTIONS OF EACH BED SHALL BE PLANTED AT APPROPRIATE SPACING ACCORDING TO THIS PLANT SPACING DETAIL. L-10 6/30/2016 4:04 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-planrd01.dwg

12 1" = 10' A A B B VALUES SHOWN ARE NOMINAL AND NOT TO BE USED FOR INSTALLATION PURPOSES. SEE PRODUCT SPECIFICATION FOR INSTALLATION REQUIREMENTS. L-11 6/30/2016 2:01 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-planrd01.dwg

13 1" = 20' MATCH LINE STA MATCH LINE STA I-1 6/28/2016 5:09 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-irrigation.dwg

14 1" = 20' (2) 2" 3608 HDPE IPS DIRECTIONAL BORES C " 3608 HDPE IPS DIRECTIONAL BORES 9.4 C3 MATCH LINE STA MATCH LINE STA ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LANDSCAPE AREA. SHOWN OUTSIDE FOR CLARITY PURPOSES ONLY. MATCH LINE STA MATCH LINE STA I-2 Tofte, Shawn 7/1/ :37 AM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-irrigation.dwg

15 1" = 20' RM C S C2 C MATCH LINE STA MATCH LINE STA ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LANDSCAPE AREA. SHOWN OUTSIDE FOR CLARITY PURPOSES ONLY. MATCH LINE STA MATCH LINE STA I-3 Tofte, Shawn 7/1/ :37 AM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-irrigation.dwg

16 1" = 20' RM MATCH LINE STA MATCH LINE STA ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LANDSCAPE AREA. SHOWN OUTSIDE FOR CLARITY PURPOSES ONLY. 8.0 B1 S B RM MATCH LINE STA MATCH LINE STA EXIST. R/W I-4 Tofte, Shawn 7/1/ :40 AM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-irrigation.dwg

17 MATCH LINE STA " = 20' MATCH LINE STA MATCH LINE STA MATCH LINE STA I-5 6/28/2016 5:11 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-irrigation.dwg

18 1" = 20' RM 113 A A6 MATCH LINE STA MATCH LINE STA A MATCH LINE STA MATCH LINE STA ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LANDSCAPE AREA. SHOWN OUTSIDE FOR CLARITY PURPOSES ONLY. I-6 6/28/2016 4:46 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-irrigation.dwg

19 1" = 20' S A MATCH LINE STA MATCH LINE STA A "&2" 3608 HDPE IPS DIRECTIONAL BORES 17.6 A3 4" 3608 HDPE IPS DIRECTIONAL BORES ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LANDSCAPE AREA. SHOWN OUTSIDE FOR CLARITY PURPOSES ONLY. A MATCH LINE STA MATCH LINE STA I-7 6/28/2016 4:46 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-irrigation.dwg

20 1" = 20' IRRIGATION_SCHEDULE SYMBOL MANUFACTURER/MODEL QTY ARC PSI GPM RADIUS Rain Bird RD-12-S-P30-NP 15 Strip Series or approved equal 1 EST 'x15' Rain Bird RD-12-S-P30-NP 15 Strip Series or approved equal 9 LCS 'x15' Rain Bird RD-12-S-P30-NP 15 Strip Series or approved equal 10 RCS 'x15' Rain Bird RD-12-S-P30-NP 15 Strip Series or approved equal 37 SST 'x30' Rain Bird RD-12-S-P30-NP 8 Series MPR or approved equal ' Rain Bird RD-12-S-P30-NP 8 Series MPR or approved equal ' Rain Bird RD-12-S-P30-NP 8 Series MPR or approved equal ' Rain Bird RD-12-S-P30-NP 10 Series MPR or approved equal ' Rain Bird RD-12-S-P30-NP 12 Series MPR or approved equal ' Rain Bird RD-12-S-P30-NP 12 Series MPR or approved equal ' Rain Bird RD-12-S-P30-NP 12 Series MPR or approved equal ' Rain Bird RD-12-S-P30-NP 12 Series HE VAN or approved equal 1 Adj 30 12' Rain Bird RD-12-S-P30-NP 15 Series HE VAN or approved equal 1 Adj 30 15' Rain Bird RD-12-S-P30-NP 6 Series HE VAN or approved equal 6 Adj 30 6' Rain Bird RD-12-S-P30-NP HE VAN or approved equal 5 Adj 30 10' MATCH LINE STA MATCH LINE STA MATCH LINE STA Rain Bird RD-06-S-P30-NP 5 CST ' Two Rain Bird 1401 bubbler or approved equal ' SYMBOL MANUFACTURER/MODEL/ QTY A B RM C Rain Bird 100PGA in 12" Purple Valve Box or approved equal 11 Install a reclaimed water advisory sign by each group of control valves. Rain Bird ESP8LXME-LXMM-PED Metal Pedestal 3 Reclaim Water Meter 3 4" by others 3 Irrigation Lateral Line: PVC Class 160 Purple Irrigation Mainline: PVC 1-1/2" Schedule 40 Purple 2,000 l.f. 620 l.f. Pipe Sleeve: PVC Schedule 40 under new pavement and HDPE 3608 directional bore under existing pavement per FDOT specifications section 555 for pressurized pipes. Extend sleeves and bores 30" beyond edges of paving or construction. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR OWN TAKE OFF I-8 6/28/2016 4:46 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-irrigation.dwg

21 1. THE PLANS AND DRAWINGS ARE DIAGRAMMATIC OF THE WORK TO BE PERFORMED. SOME COMPONENTS MAY BE SHOWN OUTSIDE THE WORK AREA FOR CLARITY. THE WORK SHALL BE EXECUTED IN A MANNER TO AVOID CONFLICTS WITH UTILITIES AND OTHER ELEMENTS OF CONSTRUCTION, INCLUDING LANDSCAPE MATERIALS. ALL DEVIATIONS FROM THE PLANS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE BEING INSTALLED. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY ASPECT OF THE IRRIGATION SYSTEM AS SHOWN ON THE PLANS AND DRAWINGS, WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DISCREPANCIES EXIST THAT MIGHT NOT HAVE BEEN KNOWN DURING THE DESIGN OF THE IRRIGATION SYSTEM. IN THE EVENT THAT NOTIFICATION OF THE CONFLICT IS NOT APPROVED BY THE OWNER'S REPRESENTATIVE, THE CONTRACTOR WILL ASSUME FULL RESPONSIBILITY FOR ALL REVISIONS. PROVIDE MEASUREMENTS FROM 2 REFERENCE POINTS TO STUB UP ON THE AS-BUILD DRAWING 2. THE IRRIGATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS, IRRIGATION SYSTEM SPECIFICATIONS AND ALL CONTRACT DOCUMENTS. THE CONTRACTOR SHALL COMPLY WITH ALL PREVAILING LOCAL CODES, ORDINANCES, AND REGULATIONS. 3. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, INCLUDING UTILITY LOCATIONS, BEFORE INSTALLATION OF THE IRRIGATION SYSTEM. ALL UTILITIES AND STRUCTURES MAY NOT BE SHOWN ON THE PLANS - CONTRACTOR TO VERIFY. COORDINATE ALL IRRIGATION SYSTEM CONSTRUCTION WITH EXISTING AND NEW PLANTINGS TO AVOID CONFLICT OR INTERFERENCE WITH LOCATION OF PIPING, SLEEVING, CABLES, AND SERVICE UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION WITH ALL OTHER CONSTRUCTION ON SITE, ESPECIALLY LANDSCAPE INSTALLATION. IRRIGATION SYSTEM SHALL BE RELOCATED AT NO ADDITIONAL COST FOR ANY CONFLICT WITH LANDSCAPE INSTALLATION OR ANY OTHER SITE CONSTRUCTION OR EXISTING CONDITIONS. ALL COMPONENTS THAT ARE NOT CONTAINED WITHIN THE SPECIFIC AREAS SHOWN OR CALLED OUT ON THE DRAWINGS WILL NOT BE ACCEPTED. ALL PIPING AND OTHER COMPONENTS ARE TO REMAIN WITHIN THE PROPERTY OF THE OWNER. 4. WHERE EXISTING OR NEW TREES, LIGHT STANDARDS, SIGNS, ELECTRONIC CONTROLLERS AND/OR OTHER OBJECTS ARE AN OBSTRUCTION TO AN IRRIGATION SPRINKLER'S PATTERN, THE COMPONENT AND PIPING SHALL BE RELOCATED AS NECESSARY TO OBTAIN PROPER COVERAGE OF AN IRRIGATION SPRINKLER'S PATTERN, THE COMPONENT AND PIPING SHALL BE RELOCATED AS NECESSARY TO OBTAIN THE PROPER COVERAGE WITHOUT DAMAGING THE OBSTRUCTION. OWNER'S REPRESENTATIVE SHALL DETERMINE WHETHER AN OBSTRUCTION OCCURS OR NOT. 5. COMPONENT SPACINGS ARE MAXIMUM. DO NOT EXCEED SPACINGS SHOWN OR NOTED ON THE PLANS. COMPONENT SPACINGS MAY BE ADJUSTED TO ACCOMMODATE CHANGES IN TERRAIN AND PLANTING LAYOUT AS LONG AS THE MODIFIED SPACINGS DO NOT EXCEED THE SPACINGS SHOWN IN THE PLANS. UNLESS SHOWN OTHERWISE, CONTRACTOR SHALL PROVIDE 100% COVERAGE. 6. ALL MATERIALS AND EQUIPMENT SHOWN SHALL BE NEW AND INSTALLED AS DETAILED ON THE PLANS. IF THE DRAWINGS DO NOT THOROUGHLY DESCRIBE THE TECHNIQUES TO BE USED, THE INSTALLER SHALL FOLLOW THE INSTALLATION METHODS AND INSTRUCTIONS RECOMMENDED BY THEIR MANUFACTURER. 7. THE LOCATION OF THE IRRIGATION MAINLINE SHALL BE IDENTIFIED IN THE FIELD AND APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE INSTALLATION. 8. IRRIGATION CONTRACTOR SHALL ADJUST ALL SPRINKLERS, CONTROLLER AND OTHER DEVICES TO OBTAIN SPECIFIED OPERATING PARAMETERS, INCLUDING COVERAGE, OPERATING PRESSURE, FLOW RATES AND OPERATION TIME, AS INDICATED ON THE DRAWINGS AND IN THE IRRIGATION SYSTEM SPECIFICATIONS. 9. CONTRACTOR TO PROVIDE INSTALLATION SHOP DRAWINGS AND MANUFACTURER PRODUCT INFORMATION FOR ALL IRRIGATION COMPONENTS. ALL INSTALLATIONS SHALL BE AS RECOMMENDED BY MANUFACTURERS. THE QUANTITIES SHOWN IN THE LEGENDS AND SYMBOL S SHALL NOT BE USED FOR BIDDING PURPOSES. THE CONTRACTOR WILL BE RESPONSIBLE FOR CONDUCTING A COMPREHENSIVE MATERIALS TAKEOFF TO DETERMINE THE ACTUAL QUANTITIES OF MATERIAL NECESSARY TO EXECUTE THE WORK DESCRIBED IN THE DOCUMENTS. FINISH GRADE COMPACTED CLEAN FILL VARIABLE WIDTH 10. ALL TRENCHES SHALL BE BACKFILLED WITH CLEAN, DEBRIS-FREE MATERIALS. CLEAN SAND SHALL BE USED FOR BEDDING MATERIAL IF PARENT SOIL CANNOT BE ADEQUATELY RID OF ROCK AND OTHER EXTRANEOUS DEBRIS. PULLING PIPE SHALL BE PROHIBITED. 18" 12" POP-UP SPRAY HEAD INSTALLED AT FINISH GRADE 11. ALL SOLVENT WELDING SHALL BE PRECEDED BY PRIMING OF THE FITTINGS AND PIPE AS RECOMMENDED BY THE MANUFACTURER. 12. CONTRACTOR TO PLACE TREE BUBBBLERS AT OUTER EDGE OF ROOT BALL, NOT OUTER EDGE OF PLANTING HOLE. 13. THE OWNER SHALL DETERMINE FINAL LOCATION AND PROVIDE WATER METERS. 14.LOCATE ALL VALVES WITH A MINIMUM OFFSET OF 3'-0" FROM BACK OF CURB OR EDGE OF PAVEMENT. TOP OF IRRIGATION MAINLINE 18" BELOW FINISH GRADE TOP OF LATERAL LINE 12" BELOW FINISH GRADE ZONE LATERAL LINE LATERAL TEE FLEXIBLE PVC 1 2" S X MT ALL VALVES (SOLENOID, GATE, ISOLATION, AIR RELIEF AND FLUSH), SURGE PROTECTORS AND FILTERS SHALL BE LOCATED WITHIN THE SPECIFIED VALVE BOXES. 16. THE IRRIGATION CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR ALL SLEEVES AND DIRECTIONAL BORES. 17. ALL UNSIZED PIPE SHALL BE 3/4". 18.IRRIGATION LATERAL LINES TO BE BURIED AT A DEPTH OF 12" UNLESS NOTED OTHERWISE. NOTES: 1. DEPTH MEASUREMENTS ARE TO BE DONE FROM FINISH GRADE TO TOP OF PIPE. 2. PROVIDE A 6" MINIMUM VERTICAL SEPARATION BETWEEN MAINLINES AND LATERAL LINES. 3. ALL TRENCHES SHALL BE BACKFILLED WITH CLEAN SOIL FREE OF DEBRIS & NOXIOUS WEEDS. N.T.S. 19.IRRIGATION MAINLINES TO BE BURIED AT A DEPTH OF 18" UNLESS NOTED OTHERWISE. 20.CONTROLLERS, RAIN SENSOR, VALVES, MAINLINE, DIRECTIONAL BORES AND SLEEVE CROSSINGS INSTALLED BY THE IRRIGATION CONTRACTOR, SHALL BE LOCATED ON THE "AS-BUILT" DRAWINGS. LOCATION OF COMPONENTS SHALL HAVE DIMENSION OF LOCATION RELATIVE TO HAND POINTS ON SITE SHOWN ON THE "AS-BUILT" DRAWINGS. 21.IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON-SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE LANDSCAPE SUPERVISOR. WORK IN THE RIGHT OF WAY SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE HIGHWAY JURISDICTION. 22. ALL RECLAIMED WATER IRRIGATION SYSTEM PIPING, FIXTURES AND DEVICES SHALL BE COLOR PATONE 522c. THE PATONE COLOR SHALL BE ADDED AS A PIGMENT TO THE MATERIAL AT THE TIME OF MANUFACTURE. FIELD INSTALLED PATONE CAPS WILL NOT BE PERMITTED ON NEW INSTALLATIONS. 23. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE ELECTRICAL SERVICE FOR THE IRRIGATION CONTROLLERS. IRRIGATION CONTRACTOR SHALL COORDINATED THE ELECTRICAL SERVICE INSTALLATION WITH THE ELECTRICAL SERVICE PROVIDER. IRRIGATION CONTRACTOR SHALL COORDINATE THE LOCATION OF THE IRRIGATION CONTROLLER WITH CITY PERSONNEL. R.O.W. HDPE PIPES ROADWAY 3' MINIMUM DEPTH SIDEWALK CROSS SECTION R.O.W. I-9 6/28/2016 5:14 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-irrigation.dwg

22 N 1" = 20' MATCH LINE STA MATCH LINE STA REVISIONS LANDSCAPE LIGHTING PLAN E-1 6/30/2016 3:39 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-lighting.dwg

23 N 1" = 20' MATCH LINE STA MATCH LINE STA MATCH LINE STA MATCH LINE STA REVISIONS LANDSCAPE LIGHTING PLAN E-2 6/30/2016 3:39 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-lighting.dwg

24 N 1" = 20' MATCH LINE STA MATCH LINE STA MATCH LINE STA MATCH LINE STA MH: 18 REVISIONS LANDSCAPE LIGHTING PLAN E-3 6/30/2016 3:39 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-lighting.dwg

25 1" = 20' MATCH LINE STA MATCH LINE STA MATCH LINE STA MATCH LINE STA EXIST. R/W E-4 Tofte, Shawn 7/1/ :05 AM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-lighting.dwg

26 1" = 20' N MATCH LINE STA MATCH LINE STA MH: MH: MH: MATCH LINE STA MATCH LINE STA REVISIONS LANDSCAPE LIGHTING PLAN E-5 6/30/2016 3:40 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-lighting.dwg

27 N 1" = 20' MATCH LINE STA MATCH LINE STA MATCH LINE STA MATCH LINE STA REVISIONS LANDSCAPE LIGHTING PLAN E-6 6/30/2016 3:40 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-lighting.dwg

28 N 1" = 20' MATCH LINE STA MATCH LINE STA MATCH LINE STA MATCH LINE STA REVISIONS LANDSCAPE LIGHTING PLAN E-7 6/30/2016 3:40 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-lighting.dwg

29 N 1" = 20' SLC MATCH LINE STA MATCH LINE STA SLC SLC MATCH LINE STA MATCH LINE STA REVISIONS LANDSCAPE LIGHTING PLAN E-8 6/30/2016 3:40 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-lighting.dwg

30 1" = 20' N MATCH LINE STA MATCH LINE STA SLC SLC SLC MATCH LINE STA MATCH LINE STA SLC REVISIONS LANDSCAPE LIGHTING PLAN E-9 6/30/2016 3:40 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-lighting.dwg

31 1" = 20' MATCH LINE STA MATCH LINE STA SLC SLC SLC SLC MATCH LINE STA MATCH LINE STA N REVISIONS LANDSCAPE LIGHTING PLAN E-10 6/30/2016 3:40 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-lighting.dwg

32 SLC2-208 N 1" = 20' SLC MATCH LINE STA MATCH LINE STA REVISIONS LANDSCAPE LIGHTING PLAN E-11 6/30/2016 3:41 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-lighting.dwg

33 Landreth Lighting Luminaire Schedule Symbol [MANUFAC] Qty Label Arrangement Description LLF Lum. Watts Lum. Lumens BUG Rating SUN VALLEY LIGHTING 30 BACK-BACK LCAC-PM-APA-V-80LED-NW 350mA 277v 180-RAL9005-S-20SP-CP; POLE 16' AFG ON A 36SB-RNTA PT27 (MOD 11.5 IN BC-BBA30(2)-BREAKAWAY BOLTS AND SKIRT B3-U3-G3 SUN VALLEY LIGHTING 9 SLC2-208 BACK-BACK LCAC-PM-APA-V-80LED-NW 350mA 208v 180-RAL9005-S-20SP-CP; POLE 16' AFG ON A 36SB-RNTA PT27 (MOD 11.5 IN BC-BBA30(2)-BREAKAWAY BOLTS AND SKIRT B3-U3-G3 REVISIONS LANDSCAPE LIGHTING CUT S E-12 6/30/2016 3:41 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-lighting.dwg

34 REVISIONS LANDSCAPE LIGHTING CUT S E-13 6/30/2016 3:41 PM \\vhb\proj\orlando\ festival drive\cad\te\ festivaldr\landscp\la-lighting.dwg