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At:261,993
A. 1EKTA KAVASOGLU, ?.E.
STATE OF FLOF:1CA L'41312_
KEY_, _ _PLANT NAME
SPECIFICATION
GREY TRUNK B &B
GREY TRUNK AS NOTED
QUANTITY
5
AP
PTYCHOSPERMA ELEGANS
ALEXANDER PALM
CHS8
CHAMEDOREA SEIFRITZII
REED PALM
8' O.A. X 4' SPR.
1
CYR7
CYCUS REVOLUTA
KING SAGO PALM
36" SPR. MIN. #7 CONT.
4
IM3
IXORA COCCINEA "MAUI"
"MAUI" IXORA
18 "- 24" HT. X 24" SPR.
#3 CONT. 2' O.C.
6
IXS3
IXORA COCCINEA DUFFII
"SUPER KING"
18" HT. X 24" SPR.
#3 CONT. 2' O.C.
6
LIR
LIRIOPE "EVERGREEN GIANT"
GIANT BLUE TURF LILY
#1 CONT. FULL, 12" SPR
12" O.C.
1 2
PILS1
PILEASERPYLLACEA
"ROTUNDIFOLIA"
#1 CONT. FULL, 18 "O.C.
48
PL10
PSIDIUM LITTORALE
STRAWBERRY/ CATTLEY GUAVA
10' X 6' -8' SPR. B &B
MULTI -STEM, FLAT ON
()NF SInF SFI FCTF1) RY
1
PS3
PHILODENDRON SELLOUM
SELF HEADING PHILODENDRON
36" SPR. MIN. #3 CONT.
3 HDS. PER POT
3
RIA3
RAPHIOLEPIS INDICA 'ALBA'
DWARF INDIAN HAWTHORN
12" X 16" SPR.
#3 CONT. 2' O.C.
1 7
M I3
MORAEA IRIOIDES
AFRICAN IRIS
3. GAL CONTIANER, FULL
1
COD3
CODIEAUM VARIEGATUM
CROTON SELECTED SPECIES
3. GAL. CONT., 3' OA.
WELL BRANCHED PLANT
1
1. ALL SAES SHOWN FOR PLANT MATERIAL ON PLAN ARE TO BE
CONSIDERED AS MINIMUMS. ALL PLANT MATERIAL MUST MEET
OR EXCEED TIESE MINIMUM REQUIREMENTS FOR BOTH FEIC3iT
AND SPREAD. ANY OTHER REQUIREMENTS FOR SPECIFIC SHAPE
OR EFFECT AS NOTED ON THE PLAN WILL ALSO BE REQUIRED FOR
F NAL ACCEPTANCE.
2. ALL PLANT MATERIAL FURNISHED BY THE LANDSCAPE
CONTRACTOR UNLESS OTHERWISE SPECFED SHALL BE FLORIDA NO.1
OR BETTER, AND SHALL BE INSTALLED AS SPEC FIED IN GRADES AND
STANDARDS FOR NURSERY PLANTS, PART 18 II, STATE PLANT
BOARD OF FLORIDA.
3. ALL LANDSCAPING SCI IEDULED TO OCCUR IN VEHICULAR USE AREAS
SHALL BE PROTECTED FROM VEHICULAR ENCROACHMENT BY PROPER
SETBACKBACK OF PUNTS FROM PAVEMENT TO ALLOW
FOR NORMAL GROWTH OF PLANT MATERIAL SPECIES.
4. ALL PLANTING HOLES SHALL BE A MINIMUM OF 1 112 TIMES THE
DIAMETER OF THE PLANT BALL AU. PLAITING HOLES SHALL BE
EXCAVATED TO REMOVE ALL OBJECTIONABLE MATERIALS, SUCH AS
ASPHALT, SUB -BASE, CONCRETE, ROCK, CAUSTIC MATERIALS
WITH AN EXCESSIVE SOIL Ph, OR SIMIAR MATERIALS NOT SUITED
FOR LANDSCAPE PLANTING.
5. ALL PLANT MATERIALS SHALL BE PLANTED IN EXISTING SOIL THAT
HAS BEEN TILLED UNTIL IT IS IN A LOOSE AND FRIABLE CONDITION.
ALL SOIL SHALL HAVE A WELL DRAINED CHARACTERISTIC. SOIL MUST
BE FREE OF ALL ROCKS, STICKS, OBJECTIONABLE DEBRIS INCLUDING
WEEDS AND WEED SEED.
6. ALL PLANT MATERIALS SHALL BE T}iUROUGIEY WATER IN AT THE
TIME OF PLANTING. NO DRY PLANING SHALL BE PERMITTED. ALL
PLANT MATERIALS SHALL BE PLANTED SUCH THAT THE TOP OF
THE PLANT BALL IS FLUSH WITH THE SURROUNDING GRADE.
7. ALL PLANT MATERIALS SHALL BE INSTALLED WITH FERTILIZER
WHICH SHALL BE STATE APPROVED AS A COMPLETE FERTILIZER
CONTAINING THE REQUIRED MINIMUM OF TRACE MINOR ELEMENTS
IN ADDITK)N TO N-P -K, OF WHICH 50% OF THE NITROGEN SHALL
BE DERIVED FROM AN ORGANK: SOURCE. TRINfTE PLUS OR EQUAL
8. ALL LANDSCAPE AREAS NOT COVERED BY SOD OR SCIEDLILED FOR
WALKWAYS SHALL BE COVERED WITH GRADE 'A SHREADED CYPRESS
BARK MULCH, COVERED TO A MINIMUM DEPTH OF TWO (2) INCHES
OF COVER WHEN SETTLED
9 SOD SHALL BE OF THE VARIETY ST.AUGUSTNE FLORATAM, AND
SHALL BE LAID ON A SMOOTH PLANTING BASE WHICH HAS BEEN
GRADED TO MEET THE DRAINAGE CHARACTERISTICS OF THE SITE.
ALL SOD SHALL BE LAID WITH CLOSELY FITTED JOINTS, AND SHALL
BE IN A GREEN AND HEALTHY GROWING CONDITION AT PLANTING.
SOD SPLICED INTO EXISTING AREAS SHALL BE GRADED SUCH THAT
NEW SOD MATCHES HEEGHT OF EXISTING SOD AN IS NOT PRONE TO SETTLE
A EXISTING STEP TO BE MODIFIED INTO A LARGER STEP AND LANDING AREA THE LOWER STEP OF THE EXISTING
SET SHALL BE BROKEN OUT AND REMOVED BEGIN NIG AT THE JOINT WHICH HAS ALREADY FAILED. ALL EXISTING
TILE COVERING THE REMAINDER OF THE STAIR SET SHALL BE STRLLED AWAY AS PREPARATON FOR RESURFACING.
B. DRILL INTO THE FRONT FACE OF THE REMAINING LANDING 4 INCHES BELOW THE TOP OF THE LOWER STEP LINE
TO INSTALL 12 INCH DRIFT PINS, SPACED AT 12 INCHES ON CENTER ACROSS THE FACE. THESE DOWELS SHALL
BE MADE FROM LEtNGTHS F 3'8 INCH DE- FORMED BAR AND MORTARED INTO PREDRILLED IIOLES WITH A HIGH
STRENGTH CEMENT, LEAVING 6 INCHES PROJECTING OUT TO BE FORMED AND POURED INTEGRAL WITH THE
LOWER STEP LANDING.
C. THE LOWER LANDING SHALL BE FORMED UP TO THE DIMENS(N SHOWN ON PLAN AND SET LEVEL ACROSS THE
FACE WITH A SLIGHT PITCH TO DRAIN. STEPS TO RE- NFORCED WITH k3 RE -BAR AS SHOWN. POURED IN CONCRETE
OF A MINIMUM OF 2000 PSI CONCRETE. THIS POUR MAY EXTEND OVER THE EXISTING WALK TO LNE SHOWN N PLAN.
D. TWO CONCRETE RIBBONS SHALL BE POURED PARRALLEL TO ME EXISTING WALK, ON EM-ER SIDE OF THAT SAME
WALK, EXTENDING FROM THE NEW FRONT STEP TO THE PUBLIC WALK. THE THICKNESS OF THE SLAB SHALL BE A
MINIMUM 4 NCH SLAB, COMPOSED OF 2000 PSI CONCRETE IN A CONTINUOUS POUR THE TOP OF THIS POUR
SHALL BE LEVEL WITH THE WALK BUT LOWER THAN THE EXISTING WALK, LEAVING ROOM TO TOP THE RIBBONS
WITH THIN SET BRICK AND A SETTING BED, SUCH THAT THE F NISHED PAVERS ARE DEAD LEVEL WITH THE TOP OF THE WALK.
PLANTING CONTRUCTION NOTES:
STEP CONSTRUCTION NOTES:
If
11' -3"
10. ALL LANDSCAPE AREAS SHALL BE FINISH GRADED SUCH THAT THEY
FLUSH AND LEVEL WITH SURRO -WING PLANTINGS AND JUST BELOW ALL
PAVED SURFACES AS NOT TO IMPEDE THE FLOW OF DRAINAGE INTO
LANDSCAPE AREAS AND TO PREVENT 11-E BACKWASH OF MULCH AND
DEBRIS INTO PAVED SURFACES.
11, PLANT BED PREPARATION SHALL. INCLUDE THE COMPLETE REMOVAL
OF EXISTING ROOTS, TRASH, ROCKS AND OTHER SIMILARLY OBJECTIONABLE
MATERIALS, FOLLOWED BY THE INSTALLATION OF PLANTING SOIL AS
NEEDED TO BRING AREA TO PROPER GRADE FOR PLANING. THIS SOIL SHALL
BE MIXED INTO EXISTING SOILS ALONG WITH FERTILIZER FOR NEW PLANTINGS.
12. AREAS TO BE RE-LANDSCAPED SHALL HAVE IRRIGATION SYSTEM FOR
THAT SAME AREA ADJUSTED TO ENSURE 100% COVERAGE AND TO ADJUST
TO THE APPROPRIATE SCHEDULE OF HEADS FOR PLANT TYPES N PUCE.
ALL TURF AREAS COVERED BY 4' SPRAY POPS OF SAME MAKE AND NOZZLE
SCIEDULE AS EXISTING SYSTEM. ALL SHRUB AREAS TO HAVE SPRAY
NOZZLES WITH SHRUB ADAPTERS ON PANTED PVC RISERS ADJUSTED
TO GROWING HEIGHT OF PLANT MATERIALS. ALL SHRUB HEADS ADJACENT
TO WALKS OR DRIVES TO BE ON 12' POP -UPS TO AVOID DAMAGE TO HEADS.
13. ANY SUBSTITUTIONS TO PLANT MATERIALS FOR AREAS AND fTEMS
ADDRESSED IN PLANS SHALL BE APPROVED IN WRITING BY THE PROJECT
LANDSCAPE ARCHITECT PRIOR TO WORK PERFORMED.
14. ALL PERMITS AND LISCENSES REQUIRED FOR THIS WORK ARE INCLUDED
N THE BD AND ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
15. CONTRACTORS SHALL KEEP THE WORK AREAS CLEAN AND FREE OF
CONSTRUCTION DEBRIS AND BE RESPONSIBLE FOR FINAL CLEANUP AND
REMOVAL OF ALL ACCUMULATED FILL.
16. CONTRACTORS ARE RESPONSBLE FOR COORDINATING WITH OWNER
AND ANY APPROPRIATE PUBLM: AGENC ES TO ASSIST IN LOCATING
AND VERIFYING UNDERGROUND UTILITIES PRIOR TO EXCAVATION.
17. GUARANTEE AND REPLACEMENT. ALL PLANT MATERIALS SHALL BE
GUARANTEED FOR A PERIOD OF 90 DAYS FROM THE DATE OF FINAL
ACCEPTANCE, EXCEPT SOD WHICH IS GUARANTEED FOR 45 DAYS F RDM
THE TIME OF FINAL ACCEPTANCE. GUARANTEE MEAN THE COMPLETE
THE COMPLETE REPLACEMENT OF THE PLANT MATERIALS WITH THE
SPECIES, SAME SIZE AND SPEAF)CATKxi AS WAS REQUIRED IN THE
ORIGINAL PLANTING CONTRACT. SUCH REPLACEMENT WORK SHALL
BE ACCOMPLISHED WITHIN 8 OF WRITTEN NOTICE FROM THE
OWNER, INCLUDING TIME FOR ROOT PRUNING AND PLANTING. TEE
CONTRACTOR SHALL REMOVE THE DEAD MATERIALS AT HIS OWN COST.
THE GUARANTEE IS NULL & VOID FOR DAMAGE BY LIGHTNING,
HURRICANE FORCE WINDS OR VANDALISM OCCURING AFTER CONSTRUCTION.
PILS1
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BRICK
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CONCRETE AND BRICK STEP
LANDING RENOVATION
FOR
RONALD NIEMAN RESIDENCE
1030 N.E. 95TH STREET
MIAMI SHORES, FL. 33138
29"
16"
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1/2'7/89
C NIEMAN RESIDENCE
1030 N.E. 96TH STREET
MIAMI SHORES, FL 33138
757-7317
MI3
1
81.16'
24
COD3
1
BEGIN BRICK PAVER PATTERN AT
THIS CORNER TO LOCATE MORTAR
JOINT OVER TOP OF COLD JOINT.
LET ODD BRICK DIMENSION BE CUT
TO FIT AGAINST WALL OF HOUSE.
CARRY TOP LANDING OUT TO WHOLE
BRICK )IMENSIONS. RISER HEIGHT
EQUAL TO ONE PAVER SET ON END.
BOTTC,M STEP TO BE 16" LENGTH FOR
TREAcrR , EXCEPT ON SIDES NARROW
1 PAVC,R WIDTH OR 8 ".
EXCAVATE, FORM AND POUR TWO CONTINUOUS
CONCRETE RIBBONS IMMEDIATELY FLANKING THE
EXIST'IG WALK, ALL THE WAY TO THE PUBLIC
WALK. FINISHED HEIGHT OF THIS POUR TO BE BELOW
EXISTING WALK TO ALLOW FOR MORTAR AND THIN
SET PAVERS TO FINISH EVEN WITH TOP OF WALK.
SLOPE TO DRAIN
LIR
12
M3
6
1. THE TOP LANDING OF THE EXISTING STAIRS
APPEAR TO BE SOLID AND ATTACHED TO
THE BUILDING FOUNDATION. THE EXISTING
LOWER STEP AND TOP EDGE IS BROKEN FREE
OF THE TOP LANDING. REMOVE THIS SECTION
COMPLETELY AND REMOVE TO CUBAN TILE
FROM THE REMAINING TOP LANDING.
2. DRILL INTO THE VERTICAL FACE OF THE TOP
LANDING IN ORDER TO SET DRIFT PINS TO
SECURE THE COLD JOINT OF THE NEW POUR.
3. FORM AND POUR THE EXTENDED TOP LANDING
WITH NEW LOWER STEP. ALL DIMENSIONS
FOR FORMING ARE TO BE WORKED OUT TO
PROVIDE A CLEAN DECK WITH WHOLE PAVERS
AT ALL LEADING EDGES FOR A FINISHED LOOK.
LOCATE MORTAR JOINT TO BE DIRECTLY OVER
COLD JOINT LOCATION TO CONTROL BREAKAGE.
4. ALL CONCRETE TO BE PUMPED READYMIX WITH
MINIMUM 2500 PSI STRENGTH. REINFORCE STEPS
WITH #3 RE -BARS IN PARALLEL AT 8" OC AND
CROSS TIES WITH 12" BAR EVERY 2'
AP
5 AP
SCALE: 1/2" 1' -O"
RIA3
17
EXISTING
ARDISIA
15' -9"
V
01
Remove Extstir.g
Step Landing and
Replace with New
Construction
Sidewalk
10 1
NIEMAN RESIDENCE / MIAMI SHORES
Santiago &
Laubenthal
Landscape Architects
409 SE 16th Court
Ft.Lauderdale, FL
33316 525 -2939
CD -1
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