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TABLE fir, CONTENTS
SP-1
OVERALL SITE PLAN
H
-1
HA D CAPE LAYOUT PLAN
H
-1
ENTRY FEATURE S IGAGE PLAN
H-1.2
.1
HAR SCAPE DETAILS PLAN
H-1.3
HA DSC PE DETAILS PLAN
-H-1.4
ENTRY FOUNTAIN DETAILS PLAN
H-2
ENTRY GATE ELEVATION PLAN
H-3
SITE SIGNA DETAILS PLAN
H-3.1
SITE SIGNAGE DETAILS PLAN
H-3.2
BUILDING WALL SIG N GL PLAN
H-4
TRELLIS DFIA-AILS PLAN
H-4.1
TRELLIS DM FAILS PLAN
H-5
POOL AREA DETAILS PLAN
H-5w1
SHOWER TOWER DETAILS PLAN
L
-1
LANDSCA" E PLAN
LS
ECS.
LANDSCAFE SPECIFICATIONS
L
DETAILS.
LANDSCAPE DETAILS
LANDSCAPE ARCHITECT
LANDSCAPE DYNAMICS INC.
3165 McCRORY PLACE SUITE 101
ORLANDO, FLORIDA 32803
PHN:407.897.7009
FAX:407.897.6632
FEBRUARY 28, 2002---LDI# 2213
REED ONTRACTORS, INC.
258 WST S.R. 434 SUITE A
LONGWOOD, FLORIDA 32750
PHN:407.339.7050
FAX:407.339.7449
D 0 C IN
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CIVIL ENGINEER
VELCON GROUP, INC.
702 S.W.PORT ST.LUCIE BLVD.,SUITE
PORT ST.LUCIE, FLORIDA 34953
PHN:561.879.0477
FAX:561.871.6659
ARCHITECT
CHARLAN/BROCK & ASSOC JNC.
1 2600 MAITLAND CTR.PKWY.,SUITE 260
MAITLAND, FLORIDA 32751-7208
PHN:407.660.8900
FAX:407.875.9948
a
NOTE, faaure to notify Landscape
Architect of plan, detaN, or
specification discrepancies pry
to construction rakes contracts
responsible for all costs Nxurrea
for construction charges, not
the owner or his
representative(Landscope
Dynamics, Inc.
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ANDSC ITECT:
obert chano
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LANDSCAPE DYNAKS INC. hereby reserves ITS oommm
low mpyiPt and other propaty,AflS in these pans.
idm ma aesVs. lb. WQ aSSWf a jWS me
not to be reproduced, mmged, a < ied b my farm m
mm,wr whatsa . rar ere they to be osrogned to y
thkd Daly Olmt asl mtaFmg me e�ress allm
pmnissm kern LANDSCAPE DYNAYXS INCLL
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PAVEMENT
SPOT ELEV.
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BERMING
LIFT
RMING LIFTING
GARAGE Ij ARAGE P3 GARAGE <PARKW
STATION PARKING PAP.KIN ' -__ f PARKIN
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OTTED PL N CONCRETE SAND
ASPHALT n 'a..PAVER DRIVEWAY-^�
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SIDE A K �% ' VE zS II
OPTIONAL BOAT/ GARAG _ B RMI G �0 i
RV PARKING PAPKIN ❑ ❑ CROSSWALK iI 12 BERMIN
ETT P NT W f I SIDEWALK' PA RS 5IDEWALK i--'-
m
BER NG SIDEWALK SIDEWALK ❑ ❑
EE T NDING 12
BERM`NG COLON FRCOLUMNDI/CO U NS 0 1 RMI G II 1
❑ r• ❑. COR T EGA E �ij
TURF D G RA I E FE E DECO N yILA ER
ENTRY UN N ` KNOL P
WITH 51 N AL AND DECO COLU J A
SUBM 5IB L GHTINr ETTED PLANT N POTTED J
'NOW=R OWE PAVER
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P11 CH LAWN SPORTS AREA SPA 1 E EWAY
CO COLUM S 4NN���/// * \ MI G PU A ) 1
P - TED PLA { OPTIONAL BOAT/ x-a
1 RV PARKIING BE NG
EGORA IVE
FE CE PAVER
KNOL p 5IDEWALK
SIDE AL ❑ � / _i.
�. DR RETENTION PON yl-1. MA50 RY COLUMN
OLO (� BERMIK , - AND WALL
RMINGDECORA IV
SIDEWALK t G TES
O 5 / - SIDEWALK c v x-s B PAVEMENT
PO E L S CIALiLT SWIMMING FOOL SPOT ELE
5 M PAVERS 41 X 53 -1.2 d110ILU.
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ERMI G TRELLIS/ARCHED DOOR DETAIL
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BUILDING WALL FAGS COCKER
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D A K. \ - FE G A ONR COLUMN / D ORA IVE
E CO UM WJ - AN LO WALL
P T PLA PAVER
5IDEWALK
RM I NG EGO IVE
FENCE -
RMIN CLUBHOUSE AND TWO
CONDOMINIUM UNITS DEC W/ DECO L N5 W/ PAVERf
DECO LUMN5W �./� POT P' T - 'POT. ED ANT RIVEWA7
POT 6 LANT. ' -
n 0 II
GRILL ON PAD BBO GRILL O AD 0
ME TIVE.. NCE DEC ATIVE EN
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RY F T
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T SIGN AN BERM NG 0 / II
5 SIBLE LI HTI ❑ ❑
C COLUMNS W/
POT ED PLAN 5IDEWALK SIDEWALK
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TRELLIS AT BUILDING ENTRY AND _BERMING y
ICON C. ARCHITECTURAL FOUNTAIN WALL ® ®.
]FIRMING �y
BERMING ',._�'� PAVE S PAVER SIDEWALK+/-QA6.53 S.F.
� SIDEWALK SIDEWALK
... �k. H/C ACCESS 0
O O 0 G+ Y DEST CROSSWALK ASPHALT .'%.-PAVER DRIVEWAY
<;iww....n.,-.,.: ..Ma..:...... . - .�.,:..a,�' i NT 3IDEwALK O
CONCRETE BAN 'C
EXIT GATE
ERMI G � .,� � �; �.. GARAGE PARKING ,
SITE ACCESS POI D C L 5 l' /' s s rr q. 9.,T,......�,,.� ..,,..�
T DECO COLUMNS W/
POTTED PLANT
ARAGE - ARKI
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ENTRY GATE RMI. ARKIN
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BERMING
�....�.., .. ._.Fit, ._,._.
T� LOW WALL ENCLOSURE PAVEMENT
8 � ELEV.
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,., EX151TING SA,JD DUNES \
UND15TURBE NATURAL VEGATION AREA \
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PAVEMENT
9 SPOT ELEV .20 0 \ \
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BERMING \ \ \ \
12 \ \
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ND15TURBED NATURAL VEGATION AREA
t2 BERMI _-
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� 0 12
1 SHOWE R DECK
OWER TOWER
1 4- BENCHES
PAV LK
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p XISITING RDWALK
FLU514 GRADE T WALK AND DECK
-i.
F H GRADE AT WALK AN DECK
PAVEMENT 0 II 12 9
SPOT ELEV. H-41 NDISTURBED NATURAL VEGATION AREA..
f 'BERMI G -q
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PROPERTY LINE
SCALE- I,- W-V
MIRE, Failure to notify Landscape
Architect of plan, detall, or
rclfWation dlscrepancles prior
construction Hakes contracto
responsWale for all costs 4Ycurre
for contstruction char®", not
the owner or Ns
representative(Landscape
Dyrwnics, Inc.)
ANDSCA CNITECT: '..
obeft cl and 000932
LROSCAPE DYMMCS INC. hereby resells IT'S torn.
lot copyright and alter popwiy rights in thee, pain.
Mess, and dmighs. mese ideas, designs, and pans we
not to he reproduced changed, a copied many form or
monitor Matmeer, na are they to he assigned to any
third paty. riihout first ottdnmg the esaess wxten
permissm been LANDSWE DYNAMICS INC
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SCALE: 1"m 10'-0"
NOTE, Failure to ratify Landscape
Architect of plan, detail, or
specification discrepancies prim
to construction makes contractor
responsWe for all costs Incurrel
for construction charges, not
the omer or his
represmtathee(Landscape
Dynamics, Inc.)
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ANDSCAPE CHITECL
Obert Qdchana L o00932
LANDSCAPE DYNAMCS INC. hereby reehr a IT'S canon
low might and other properly rights n these plan,.
ideas and doe ns These ideas, designs. and Alms we
mt to be reproduced, chmged. or copied m my form or
mmna whatsoever, nor are they to be designed to my
third portg without W Warren the eeprem written
peradesim from LANDSCAPE DYNANICS NC.
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SIGN COLUMN W/
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ENTRY DECORATIVE ENTRY DECORATIVE
PEDESTRAIN COLUMN W/ POT t FREESTANDINCa COLUMN W/ POT a
DECORATIVE PLANT DECORATIVE
COLUMNS FOUNTAIN PLANT I ENTRY
ntrncAerKA--
B ENTRY DRIVE FEATURE ELEVATIO
H-2 1 /4"=V-0"
VE
* PROPERTY LINE
PEDESTRIAN
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PATE, F*Kure to notify Landscape
Architect of plan, det*K, or
ZpecWlcotion discrepancies prior
o construction rakes contractor
responsible for all costs incurred
for construction charges. not
the orner or his
representativeCLandscape
Dynamics, InO
AND SCA " ' iIITECT:
obert chana 000932
LANDSCAPE DYNAMICS INC. hereby reserves Irs minmon
kw nWfiot am other properly rights in then plop,
Won, and deign b. ideas, designs, and plan. are
not to be IW.Ued. MMSK IX topw P my I. or
moon" whots w, hor ae they to he osigred to my
thwd paty, wrtW ari mlaedng the eyrese wraleo
permission Iran LANDSCAPE DYNAMICS INC.
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ON C-3
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4'-0' SQ, CONC
COLUMN FOOTING:
':A:�DECORAT
DECORATIVE
ARCHITECTURAL
FOAM WALL
SEE DETAIL C
BELOW ,41
� E.
I" SLOPE Ti
FINISH GRADE
AT PAVER POOL
DECK: N.G.V.D.
SEE CIVIL ENG.
PLANS.
ALL EXPOSED
COURSES TO
BE SPLIT
FACED CMU.
POT WITH PLANT
(SYNTHETIC)
—04 REBAR CONTR
IN GROUTED BOND BEAM
PROVIDE CORNER BARS (TYP)
— ARCHITECTURAL FOAM BANDING:
— 8'X8'XIb:' CMU
COLUMN - 10 COURSES
—15 VERT. REBAR * EACH
CORNER IN FILLED CELL
— ARCH FOAM W/ SYN. STUCCO 4
'REGLIT 'LOGO DETAILING:
—FIR GD
— 2 CMU COURSES BELOW GRADE
— STD. W DEG HOOK W/ 2-4' LAP
— (4) 5 REBAR IN CONC.
FOOTING - BOTH WAYS
' CLEAR
NS WITH POTTED PLANT ELEVATION
SCALE: 1 /2"=l'-0"
DECORATIVE
COLUMN CAP TO
MATCH BUILDING
DETAILS - SEE SECTION
DETAIL D BELOW
WALL/DECO. COLD
DECORATIVE PVCAII=TAL
FENCING S' O.A. HT. TYP. $' SECTIONS
CONCRETE FOOTING
_ CONCRETE FOOTING
SUB -SURFACE GRAVEL
COMPACTED SUB -GRADE
ELEVATION
SCALE: 3/8"=l'-0"
1'-011 WIDE X 61IHT.
ARCH FOAM NALL
CAP. 24" LENGTHS
ON CMU WALL N/
IMPACT
MESH/STUCCO PAINT
— COLOR BY OWNER.
#5 REBAR IN
GROUTED CELL
CONTIN.
FIN. GD.(NGVD—SEE
CIVIL ENG. PLANS)
REINF. S/F CMU
WALL N #5 DOWEL
N/ACT qO HOOK @
24" O.C. 3 COURSES
1/2" DIAM. SCH.40 PVC
DRAIN SLEEVE @ 5'
O.C. N/ FILTER FAB t I
C.Y. GRAVEL @ EA.
SLEEVE.
CMU WALL BENEATH
GD 2—COURSES. OR
PER GRADING PLAN.
(2) #5 CONTIN.
CONC. FTG. 10"X2411
I I —0" COMPACTED
SUBGRADE @ q5%
PROCTOR DENSITY.
#4 @ 24" O.C.
I 6'-0' GATE
(2) 3'-0' SECTIONS
12' OPENING
&k,POOL AREA EN
r
1' SAN _--
03 DEBAR
bn 410 WWM
COMPACTED SUBGRADE
TO %90 PROCTOR DENSITY
PAVER STEP DETAIL
SCALE: 1-1/2"=l'-0"
TOP STEP * DRIVEWAY
2'-0'A5OVE POOL DECK
ELEVATION
SCALE: 1 /4"=1'-0"
PAVER
TONE j PAVER (J' THICK)
4' THIN SET BED
CONCRETE
(2) 03 REBAR COIN.
PAVERS 3/8' THICKNESS
RIBBON CURB
SAND BEDDING COURSE
ASPHALT
SAND FILLED TS
BELOW PAVERS
SOIL CEMENT / CRUSHED LIMESTONE
SEE CIVIL ENGINEERING DRAWINGS
CRUSHED LIMESTONE OR SOIL CEMENT
COCNERE
CEMENT - SEE CIVIL DRAWINGS
,HITECT AND
ECT'S STRUCTURAL
CONCRETE
BAND PAVER
SECTION DETAIL
.�
R-12
SCALE: 1/2"=l'-0"
6' THICK CONCRETE STEP FOUNDATION
24 PAVER THICKNESS DETAIL
CONTINUES FOR 4 RISERS TOTAL
PAVER POOL DECK
a
a ;
17 3' REBAR NOSING ROD CONTIN. * EACH
3'-0" SQ,
NIPPED METAL
HIPPED IA COLUMN CAP.
PRIMNT
WOOD TRIM BAND
ARCH FOAM TRIM BAND
04 REBAR CONTIN. IN GROUTED
BONDED BEAM
05 VERT. REBAR * EACH
CORNER IN FILLED CELL
8'X5'XI6:' CMU
COLUMN - S COURSES
(2) COATS SYNTHETIC STUCCO TO
MATCH SLOG FIN 4 PAINT TO
MATCH BLDG COLOR
05 REBAR W/ STD W HOOK 4 24'
LAP EA. CORNER IN FILLED CELL
COMPACTED SOIL OVER FOOTING
(4) "5 REBAR IN CONIC. 14 CONC. FTG
(3) -'S BOTTOM TRANS. REBAR
I'-O' COMPACTED SUBGRADE
SUBGRADE TO 135%
PROCTOR DENSITY.
CLASSICO PAVERS (PRECAST CONCRETE)
SAND FILLED JOINTS zo
EDDING COURSE
OURSE SAND)
COMPACTED SUBGRADE
(SOIL CEMENT OR
CRUSHED LIMEROCK)
i r , 2'
Nts.V.D -SEE CIVIL �/� i, - : ,
ENGINEERING PLANS 1-1/2'
1'-0'
NGVD - SEE CIVIL
'ISH SIDEWALK PAVER DETAIL ENGINEERING PLANS FOR
FINGRADES
SCALE: 1-1/2"=1'-0"
GRADE BERM
TANGENT TO
SIDEWALK AND
PARKING
GRADE AT 2'
BELOW WALK —
4' SIDEWALK
LOCATION VARIES -
(SEE PLAN)
CURB —
PLAN CERTIFICATION
GRADE TOP OF BERM
AS A CONTINOUS CURVE
CURVE WITH NO PEAKS
OR FLAT SPOTS
3:1 MAXIMUM SIDE SLOPE
COMPACT FILL TO
90% (AASHTO T-180 METHOD)
—HEIGHT NGVD - SEE CIVIL
. VARIES ENGINEEIRNG PLANS BY
(SEE PLAN) VELCON, INC.
WIDTH VARI
BERM DETAIL - ELEVATION
R#-1.2- _ = SCALE: 1 /4"=l'-0"
THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS
ESTABLISHED IN SECTION 6213-33.007, FLORIDA ADMINISTRATION CODE.
THE MAIN WIND -FORGE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 61
AMERICAN NATIONAL STANDARDS / AMERICAN SOCIETY OF CIVIL ENGINEERING 7-88 (JULY IggO)
"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND
LOADS ASSOCIATED WITH A MINIMUM BASIC SPEED OF 110 MILES PER HOUR.
THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE
DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6, AMERICAN NATIONAL STANDARDS /
AMERICAN SOCIETY OF CIVIL ENGINEERING 7-B8 (JULY IggO) "MINIMUM DESIGN LOADS FOR
BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A
MINIMUM BASIC WIND SPEED OF 110 MILES PER HOUR.
SECTION - SPLIT FACE BLOCK DECORATIVE COLUMNS WITH POTTED PLANT ELEVATIO
-1.� _}¢-[-- --- 3/4"=l'-0" GALE: 1/2"=1'-
NOTE' Failure to notify Landscape
Architect of plan, detaN, or
spec9flcaticn dIscrepancles p{rior
to construction makes nfroctor
responsible For all costs Incurred
for construction charges, not
the oener or his
rep•esentative(Landscape
Dynamics, Inc.)
,
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ANDSCA A CHITECT:
obert Q chanar / 000932v
LANDSCAPE DYNAMICS INC haeEy,ese,e ITS common
low copyright and other property rights h these plans,
ideas. and deslps. These ideas, designs, and pans ae
nol to A� reproduced, Hanged, a copied in any lam a
manna motsoom, ov ae they to Ee assigned to any
mkd port, wdhaut IBM obt.ilmq the ergs: wdllen
pemhsbn from LANDSCAPE DYNAMICS INC.
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2'-0' WALL
PITCH 1' DN FROM TOP TO DRAIN EACH WAY.
ARCH FOAM BAND / WALL CAP W/ IMPACT MESH 4 STUCCO MOUNT ON REBAR EXT
ARCH FOAM RAD. SIGN TOP W/ REINF. CONC. BASE FOR TOP ABOVE CMU
2 45 CONT. IN CONT. GROUTED
BOND BEAM TOP OF WALL.
"5 tv III O.C. VERT. N GROUTED CELLS - STAGGER BETWEEN FRONT 4 BACK FACE
PER PLAN a B/H - 5' PROVIDED ADDED VERT. BARS 0 CENTER WALL PER PLAN.
ARCH FOAM SIGN FACE FRAME / STUCCO 4 BEVELED EDGE.
la
I' STONE TILE VXV ON 45 DEG. ANGLE (SEE ELEVATION)
J' DEEP SIGN LETTERS - POST MOUNT - ALL THREAD FASTENERSFROM TILE
FACE FOR DRAINAGE.
ARCH FOAM WALL GAP/STUCCO
0 o
WAT RLINN�
m
WATERPROOFING 5 32' O.G. VERT TYP IN LOW WALL
Q
FIN. GO CONTIN. ALL
S'XS'XS' LINTEL BLOCK W/S REBAR CONTIN. TIE TO
SURFACES BELOW VERT. (TYP). PROVIDE CORdER BARS 4 CONTIN.15
III=1 DECO BAND.
L' 1 1-1 1 (TYP) TIE BEAM
=
10,
S' HIGH CMU -3 COURSES
III
III III III=1 I I
9 4' HIGH CMU - I COURSE 4'X8'XIb'
REINF. CONC FOOTING W/ S REBAR
2'- ' FTG
COMPACTED SUBGRADE ecn%
BENEATH ALL REINF. CONIC FT635.
CONTINUOUS BENEATH ALL CONIC.
3 #5 REBAR
FTGS. (TYP)
CONTIN. 4 'l5
TRANS. BAR
PROVIDE HORIZONTAL JOINT
1-0' O.C.
REINFORCING m 16' O.C. (EVERY
OTHER COURSE USE: PREFAB
DOUBLE - WIDTH g 16' WALLS, TYP.
IN FEATURE WALL
H-1.3
I' SLOPE TO PfRu
h FIN15H GRADE .._. ,.
AT PAVER POOL
DECK: N.G.VD.
SEE CIVIL ENG.
PLANS.
ALL EXPOSED
COURSES TO BE
SPLIT FACED CMU.-
1'-0'
STUCCO
BASIN SECTION
SCALE: 1/2"=1'-0"
1'-O' WIDE X 6'14T,
ARCH FOAM WALL
CAP. 24' LENGTHS
ON CMU WALL W/
IMPACT
MESH/STUCCO PAINT
- COLOR BY OWNER
'5 REBAR IN
GROUTED CELL
CONTIR
RE INK S/F CMU
WALL W'5 DOWEL
W/ACT W HOOK Is
24' O.C. 3 COURSES
FIN. W. (NGVD-SEE CIVIL
ENG. PLANS)
WALL BENEATH
GO 2-COURSES, OR
PER GRADING PLAN.
—'4 ® 24'O.C.
(2)'S CONTIN.
CONIC. FTG.10'X24'
-O' COMPACTED
SUBGRADE 1995go
PROCTOR DENSITY.
�L SECTION - CMU WALL
H-1.3 3/4"=1'-0"
—DECORATIVE
POT WITH PLANT
(SYNTHETIC)
—1`4 REBAR CONTIN.
IN GROUTED BOND BEAM
PROVIDE COMER BARS (TYP)
ARCHITECTURAL FOAM BANDING
8'X8'Xlb:' CMU
COLUMN - 10 COURSES
S VERT. REBAR s EACH
CORNER IN FILLED CELL
ARCH FOAM W/ SYK STUCCO 4
'REGLIT 'LOGO DETAILING
FIN. GO
2 CMU COURSES BELOW GRADE
STD. W DEG HOOK W/ 2-4' LAP
(4) 5 REBAR IN CONIC.
FOOTING - BOTH WAYS
I I-1 11—I I I —I 11-1 I
4'-0' SQ, CONC
COLUMN FOOTING
LDECORATIVE COLUMNS WITH
H-1.3
►TTED PLANT ELEVATION
SCALE: 1 /2"=1'-0"
PLAN CERTIFICATION
1' SLOPE TO GRAIN
4zr
FINISH GRADE
AT PAVER POOL i
DECK: NG.VD.
SEE CIVIL ENG. Z?S_
PLANS.
ALL EXPOSED e
COURSES TO BE
SPLIT FACED CMU.
STUCCO
c` SECTION - CMU WALL
H-1.3 3/4"=1
1'-O' WIDE X II
ARCH FOAM WALL
CAP. 24' LENGTHS
ON CMU WALL W/
IMPACT
MESH/STUCCO PAINT
- COLOR BY OUTER.
45 REBAR IN
GROUTED CELL
CONTIN.
RE INF. S/F CMU
WALL W'5 DOWEL
W/ACT W HOOK m
24' O.C. 3 COURSES
FIN. GD. (NGVD-SEE CIVIL
ENG. PLANS)
CMU WALL BENEATH
GD 2-COURSES. OR
PER GRADING PLAN.
44 is 24' O.C.
(2) 5 CONTIN.
CONC. FTG,10'X24'
1'-0' COMPACTED
SUBGRADE a 95%
PROCTOR DENSITY.
THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS
ESTABLISHED IN SECTION 6213-33.007, FLORIDA ADMINISTRATION CODE.
THE MAIN WIND -FORGE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION (o,
AMERICAN NATIONAL STANDARDS / AMERICAN SOCIETY OF CIVIL ENGINEERING 7-88 (JULY Igg0)
"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND
LOADS ASSOCIATED WITH A MINIMUM BASIC SPEED OF 110 MILES PER HOUR.
THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE
DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION G, AMERICAN NATIONAL STANDARDS /
AMERICAN SOCIETY OF CIVIL ENGINEERING 7-55 (JULY IcRO) "MINIMUM DESIGN LOADS FOR
BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A
MINIMUM BASIC WLND SPEED OF 110 MILES PER HOUR.
e
NIND FaNwe to ratMy landscape
Architect of plan, Vol, or
speelFlcntbn discrepancies for
to ca+st`11a rakes contractor
responsible for all costs incwred
for construction charges, not
the oener or his
S;%esentative<Landscape
repr
rics, Inc.)
AND SCA A CNITECT:
Robert Ch0(10 00932
LANDSCAPE DYNANNS INC. Icemby reserves ITS cmrmm
I" mpAM and other properly (ights'n these plms.
idsoA and deigns. These Neon, design% and plms m,.
not to be rewodumd. aIwnvd, a copied In any lam m
manna wbolw. w, rwr we they to be esigned to my.
New petty. OW first obtonng the Mress mRlm
pmm'aswn frmn LANDSCAPE DYNAIACS INC.
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9
MINIMUM POOL REQUIREMLEN T S
N.T.S.
PRE-FA6 FCWAIN
(KETSTONE FINISH)
SENTRY FOUNTAIN ELEVATION
X\i N
TSTae
MAINWALL
1P
SHEET H-1 FOR
.ECTRIC SERVICE
SENTRY FOUNTAIN PLAN VIEW
H-1 1/2"=1'-0"
KEYSTONE CA J
MARSITE FINISH ---.-------
18 A d 1.
2 LATER STUCCO WI °
PAINT COLOR a °
APPROVED BT OUNER a1
a.
a'xa' CONCRETE CAP
e
8' Cku
TEXTURED STUCCO -COLOR
APPROVED BT OWIJE
d
° ° a' ° a
d
8 0' a
° a ° e
° d ° .
d
CONCRETE FOOTING
SENTRY FOU
H-1,
FINI&ED GRADE
COMPACTED SUB BASE TO 95%
PROCTOR DENSITY CONTINUOUS
UNDER CONCRETE FOUNTAINSLAB
SECTION
1-1 /2"=1'-0"
HITECT:
obert chona OWOW3`1
LANDSCAPE DYNAMICS INC. Naehy reserves ITS wmmm
low copyright and othe, property rkfits In these plms.
ideas, and des. Nhese l0eas, desigrce, and [dots we
oot to he repromced. mmged, a copied In my form a
mom Whatsoever, lwr we they to 0¢ asdated to my
lhkd paty, without lkst mtohin the eW M WHIM
mmissim fmn LANDSCAPE DVNPMHS INC.
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NOTES.
Fountain Contractor to install 110 volt = N
electric service to fountain feature E O,
and submersible lighting units
CV
Fountain Contractor to install 1-4'
drain line to storm sewer for
purposes of draining fountain for 9
routine maintenance hh O
Fountain Contractor to install
waterline for fountain pump- hp 0 submersible o
NOTE: SEE STRUCTURAL ENGINEERING DOCUMENTS FOR
THE REQUIRED REINFORCING/ WAT�(WI ROOFING ETC.
FOUNTAIN CONTRACTOR MUST OBTAIN APPROVED
PERMITTED CONSTRUCTION PLANS BY A LICEN5ED
STRUCTURAL ENGINEER PRIOR TO INSTALLATION
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NDTEh Fallwe to notify Landscape
ArdMtect of plan, detall, or
Specification discrepancies prior
to construction wakes contractor
responsible for all costs incurred
for construction charges, not
the owner or his
representative(Landscape
Dynowks, Inc.)
DE(
FAN
ENTRY DECORATIVE
COLUMN W1 POT 4 PLANT
ARCH TOP
DECORATIVE
h =q= 4---
ENTRY
DECORATIVE
COLUMN
ENTR `;' ,�,V" ATF -L EVAT 10N- OPTION 'A'3/8 =]'-O
ENTRY DECORATIVE
COLUMN W1 POT 4 PLANT
PEDE5TRAIN FLAT TOP
DECORATIVE DECORATI
4 GATE
FLAT TOP
DCOATI
A =4= i==
A
•
K 14'-0" MIN. EXIT DRIVE 14'-O" MIN. ENTRY pf21vE
ENTRy DRY � GATE ELEVATION o ���ON B'
3/879-19-0"
AAl f v
DECORATIVE
FENCE
�1
AN HITECT:
obert chant 0932
LANDSCAPE DYNAMO INC. hereey reseves DY common
Ion cwpyiot ond olhe p(M;ye drPts in these glare.
Weal, and desips. loem Wen. design and Ware ae
not to he reproduced. Mooged, a copied m any farm a
m wr Nhatsoew. nor are they to he 09317" to any
thYd poly. nithout first oCt& g the e.rees Oleo
pennosion trap LANDSCAPE DYNAMICS INC75
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STOP
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37' GALVANIZED -
LAG SCREWS (TYP)
8'x4'x4' PTP POST
7' ROUTED
COMERS (TYP) -
HIPPED TOP
2x2 BAND PTP
2' THICK CEDAR SIGN.
SIGN FACE TO BE
SAND BLASTED D.O.T.
RED BACKGROUND
WITH WHITE
FOREGROUND.
8'x4'x4' PTP POST
0
Z0 7' ROUTED
CORNERS (TYP)
(2) 7' ROUTED POST
")
ON FRONT FACE (TYP)
PRIME AND PAINT 4'x4'
POST. SEMI GLOSS WHITE (TYP)
SLOPE CONCEETE FOOTING AWAY
FINISH
GRADE
SLOPE CONCERTE FOOTING AWAY
FROM POST IN ABOVE GRADE (TYP.)
FROM POST 1' ABOVE GRADE (TYP.).
I—
°'
—`
o~
10' CONCRETE FOOTING
-
—
- Q
—
Cu
6' WASHED GRAVEL
b
TO DRAIN =
—
COMPACTED SUB -GRADE —=
--�
_
—_
STOP SIGN
FRONT
AND
SIDE ELEVATION
1 "=1'-0'i
37' GALVANIZED -
LAG SCREWS (TYP)
37' GALVANIZED -
LAG SCREWS (TYP)
8'x4'x4' PTP POST
7' ROUTED
CORNERS (TYP)
(2) 7' ROUTED POST
ON FRONT FACE (TYP)
P 1kTlrT
D
Lizo
0 +ti
HIPPED TOP
2x2 BAND PTP
(2) * GALVANIZED LAG
SCREWS
2' THICK CEDAR SIGN. SIGN
FACE TO BE SAND BLASTED
D.O.T. RED BACKGROUND WITH
WHITE FOREGROUND-
s'x4'x4' PTP POST
0
`O ?' ROUTED
CORNERS (TYP)
PRIME AND PAINT 4'x4'
POST. SEMI GLOSS WHITE (TYP)
SLOPE CONCEETE FOOTING AWAY SLOPE CONCEETE FOOTING AWAY
FROM POST I' ABOVE GRADE (TYP. FINISI4 GRADE ,FROM POST 1' ABOVE GRADE (TYP.)
I— n;' a4.
10' CONCRETE FOOTING — — a — —
o =
I
Cu — t
6' m FLI I
WASHED GRAVEL = —qL — e
TO DRAIN
SPEED LIMIT / DIRECTIONAL SIGN FRONT AND SIDE ELEVATION
SAND BLASTED SIGN
FACE.
7' ROUTED
CORNERS (TYP)
(2) ?' ROUTED POST
ON FRONT FACE (TYP)
&'x4'x4' PTP POST
PRIME AND PAINT 4'x4'
POST. SEMI GLOSS WHITE (TYP)
SLOPE CON ERTE FOOTING AWAY
FROM POST 11 ABOVE GRADE (TYP.
=1-d— — —
°•' a
ION CONCRETE FOOTING IT
_ Cu
wJ
6 ° — WASHED GRAVEL m -sou m
TO DRAIN R — . -- _Zb
09
—
ling
COMPACTED SUGRADE —�— — — — -
-1 I I1i1-1 i I_I _IIIIII-I I II
HIPPED TOP
2x2 BAND PTP
% CHAMFER AT
BOTTOM OF EACH POST
TOP BAND TYP.
I
2' THICK CEDAR SIGN.
SIGN FACE TO BE
SAND BLASTED
(COLORS BY OWNER)
8'x4'x4' PTP POST
7' ROUTED
CORNERS (TYP)
SLOPE CONCRETE FOOTING AWAY
FINISH GRADE /FROM POST IN ABOVE GRADE (TYP.)
I
rwomm
�.b =
lilt-i i I1 i I -
INFORMATIONAL SIGN FRONT AND
DE EL
1,I=1'-0„
NOTES:
ALL POST WOOD TO BE PTP (PRESSURE
TREATED PINE 01 GRADE
ALL FASTENERS NAILS, SCREWS, BOLTS, NUTS,
WASHERS ETC. TO BE HOT DIPPED GALVANIZED
ALL BOLTS SCREWS IN SIGN TO BE COUNTERSUNK AND
HOLES THROUGH SIGN FACES SHOULD BE WOOD
PLUGGED TO ALLOW FOR SIGN FACE ROUTING WHERE
APPLICABLE (STREET NAME AND SPECIAL USE SIGNS)
ALL PTP POST SHOULD BE ALLOWED TO
DRY A MINIMUM OF 30 DAYS PRIOR
TO PRIMING t PAINTING
ALL STREET NAMES a SPECIAL USE SIGNS TO
BE MADE OF CEDAR
SLOPE CONCERTS FOOTING AWAY
FROM POST 1' ABOVE GRADE (TYP.)
OWNERS OPTIONi INSTALL PVC OR METAL SLEVE
AROUND POST AT FOOTING
LANDSCAPE DYNAWKS INC, hereby wexnes ff $ cemnon
law copyriol oud olha prapedY dots in Drew pion
itleos, ad desxy�s these Ideas. dmNpn and plan are
not to he reprodoeed, fanged, or COPW In any fam or
manna wlatwinw, now are they to he assigned to any
thkd pat% without asl ohtanng the OWM dNlm
pammnn ham LAM SCAPE DYNAMICS INC.
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NOTE- Folture to notify Landscape
Architect of plan, deta&, or
speclFlcatlon dlscrepamles prior
to eoeutruetion hakes contractor
responsWe for all costs Meowed
for constreactlon charges, not
the otlpxr or his
representatK*(Landscnpe
i rAcs, Inc.
ADD
co
%' CHAMFER AT
BOTTOM OF
EACH POST TOP
BAND TYP.
37' GALVANIZED
LAG SCREWS (TY
S'x4'x4' PTP POST
7' ROUTED
CORNERS (TYP-
(2) 7' ROUTED POST
ON FRONT FACE (TYP-)
PRIME AND PAINT 4'x4'
POST. SEMI GLOSS WHITE (TY
SLOPE CONCRETE
ifs-80
CLUB DRIVE
FOOTING AWAY FROM ° g
POST I' ABOVE GRADE
(TYP-) —
1 CONCRETE FOOTI - w
0 GON � —
— M , N
6' WASHED GRAVEL
TO DRAIN —
COMPACTED SUB-G
2'-8'
a
zo MMa) zo
3/d CHAMFER AT CD
os � o SAND o CLUB DRIVE
D ZD TYP.
2'x6' CEDAR SIGN. SIGN
FACE TO BE SAND 37' GALVANIZED Ole1 I
BLASTED. COLORS BY LAG SCREWS (TYP)
OWNERS APPROVAL. I OP
ST �P
HIPPED TOP 37' GALVANIZED I
LAG SCREWS (TYP) I
2x2 BAND PTP
o CDr A p 6'x4'x4' PTP POST
S x4 x4 PTP POST
`D 7' ROUTED
CORNERS (TYP)
•
(2) 7' ROUTED POST
ON FRONT FACE (TYP)
STREET NAME SIGN PLAN VIEW
PRIME AND PAINT 4'x4'
POST. SEMI GLOSS WHITE (TYP)
SLOPE CONCRETE FOOTING AWAY
FROM POST i' ABOVE GRADE (TYP.)
FINISH GRADE-- 7-mir:
FINISH GRADE
10' CONCRETE FOOTING w
Q
0
6" WASHED GRAVEL -- 6
TO DRAIN a `O
COMPACTED SUB -GRADE -=-
STREET NAME SIGN FRONT ELEVATION
HIPPED TOP
-Y4 CHAMFER AT
BOTTOM OF EACH 2x2 BAND PTP
POST TOP BAND
TYP. OYIELD
`� :Y4 CHAMFER AT
BOTTOM OF EACH
POST TOP BAND
TYP.
1 II 2' THICK CEDAR SIGN. SIGN
1 FACE TO BE SAND
37' GALVANIZED 0 BLASTED D.O.T. RED
LAG SCREWS (TYP) BACKGROUND WITH WHITE
FOREGROUND.
6'x4'x4' PTP POST
8'x4'x4' PTP POST
:D
7' ROUTED 7' ROUTED
COMERS (TYP) CORNERS (TYP)
o NOTE:
(2) 7' ROUTED POST t ALL POST WOOD TO BE PTP( PRESSURE TREATED PINE *1 GRADE)
ON FRONT FACE (TYP)
ALL FASTENERS, NAILS, SCREWS, BOLTS, NUTS, WASHERS, ETC. TO SE HOT
PRIME AND PAINT 4'x4' DIPPED GALVANIZED
POST. SEMI GLOSS WHITE (TYP) TS ALL BOL, SCREWS IN SIGN TO BE COUNTERSUNK AND HOLES THROUGH
PLUGGED OW SIGN FACES SHOULD BE WOOD PL D TO ALL FOR SIGN FACE
SLOPE CONCRETE
ROUTING WHERE APPLICABLE(STREET NAME AND SPECIAL USE SIGNS)
SLOPE CONCRETE FOOTING AWAY
FOOTING AWAY FROM
FROM POST I ABOVE GRAPE (TYP.) ALL PTP POST SHOULD BE ALLOWED TO DRY A MINIMUM OF 30 DAYS
POST 1e /
ABOVE GRADE FINISH GRADE f PRIOR t0 PRIMING AND PAINTING
(TYP.)
-- a. - — * -- ALL STREET NAMES AND SPECIAL USE SIGNS TO BE MADE OF CEDAR
— STREET NAME SHOUN ON SIGN IS CONCEPTUAL ONLY. CONTRACTOR TO
InVERIFY STREET NAMES PRIOR TO CONSTRUCTION_ SEE STRIPING AND
10' CONCRETE FOOTING 4 w SIGNAGE LOCATION PLAN FOR REQUIRED SIGN LOCATIONS
Q
_ SLOPE CONCRETE FOOTING AWAY FROM POST 1' AT GRADE (TYP.)
J, —� T ° a OWNERS OPTIONt INSTALL PVC OR METAL SLEVE AROUND POST FOOTING
1
6' WASHED GRAVEL —
TO DRAIN a _ `0
COMPACTED SUB -GRADE � ---f
STREET YIELD SIGN FRONT/ SIDE ELEVATION
1"=1'- 0"
r
DOTE. FaNure to notify Landscape
Architect of plan, detaK, or
specification dIscrepancks rkyr
to construction rakes contracts
responsible for all costs Incurred
for construction charges, not
the oener or his
representative(Landscape
Dynamics. Inc.)
W R 4\-
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SCA ITECT:
chana
000932
LANDSCAPE DYNAMICS INC. hereby reserves ITS fanlmn
low Mpyiyd W other properly rWs in throe pl a
Wm% and designs. These Mem. demWy a PIMA ere
not to he reprodrce(L d qM. a dmtod In My lam a
mmrwr whatsoever, rem ae they to In omlq*d to my
thkd ply, withmi ast obtokkq the erprem w ftl"
pamm6m ban LANDSCAPE DYNAMICS INC.
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UNIT NUM
X-X
4" BEVELED SIGN EDGE
VNB FOAM TAPE
8" BEVELED EDGE
/8" VNB FOAM TAPE SO, @ CORNERS
'8" BEVELED EDGE
LL THREAD FASTENERS
" MIN. LENGTH ANCHOR
'16' SPACE
GNAGE CONTRACTOR TO MEET
SIGNAGE REQUIREMENTS FOR
IAGE (TYP.)
BER SIGN ® SECTION
SCALE: ACTUAL SIZE
PL
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2 5 6 r
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4-5/10
3' —31 /2"
211
1"
4'-011 11/4"
v w
aBUILDING NUMBER SIGN - ELEVATION
X-X SCALE: N.T.S.
UNIT
PROJECT ICON / LOGO
BEVELED EDGE OF SIGN FACE I"
ALL THREAD FASTERNERS ON BACK OF SIGN FACE
SIGN NUMERALS FONT TYPE BY OWNER -
ENGRAVED OR SANDBLASTED
ENGRAVE OR SANDBLAST CARVED SIGN PLAQUE - PVC
ENGRAVE OR SANDBLAST CARVED PIN LINE
NOTE:
NO FASTENERS THROUGH SIGN FACE
PROJECT ICON / LOGO
BEVELED EDGE OF
SIGN FACE 1/4"
ALL THREAD
FASTENERS ON BACK
OF SIGN FACE
SIGN NUMERALS FONT TYPE
BY OWNER - ENGRAVED
OR SANDBLASTED
ENGRAVE OR SAND
BLAST CARVED SIGN
PLAQUE - PVC
ENGRAVE OR SAND
BLAST CARVED PIN LINE
NOTE: NO FASTENERS
THROUGH SIGN FACE
SCALE: NT.S.
NOTE- Foilure to notify Landscape
ArcNtect of pion, detail, or
specification dlscrepancks prior
to construction rakes controctol
resportsWe for all costs kvwree
for construction charges, not
the owner or Ns
representatNe(Londscope
Dymmles, Inc.)
.K
A A HITECT:
.Robert R\ Ch4 a 000932\�
MDSCAK DYNAMICS INC. nereey reserves ITS comma
low coprol and other properly rights 11 these plmS
ideas, and designs. These ideas, designs, and plms we
not to W reproa-ced. tlmngK or espied M any tanm or
mmnan wlwtmever, nm ane they to he assigned to any
thbd petty, withal *at ohtaMMg the eWress wrhtm
permission from LANDSCAPE DYNAWC5 INC.
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` ENLARGED 2x4 BEAM END DETAIL
ENLARGED 3x10 BEAM END DETAIL
I
REPEAT TOP PAIRED IZ
RAFTERING DETAIL AT
2'-4" O.C. ON TOP OF `
BEAMS AS SHOWN I
3/4" NOTCH
IN BEAM TOP TO
CARRY 2x4 BEAMS
-,COLUMN
I IPSON (STRONG -TIE CONNECTOR ATRSC TOP RAFTERING ATA
5CH
INTERSECTION
ri ri rL _____---(I) 311XIO" RSC ON COLUMN -BEAM
77�TRELLIS COLUMN SECTION
H-4 3/4"=1'-0"
4" RADIUS
END CUTS SAME -ALL BEAM/JOIST
(I) VIM" RSC BEAM -ATTACH WITH SIMPSON STRONG -TIE
CONNECTOR TO BEAMS AT EACH INTERSECTION
4x4x3/8" STEEL STRUCTURAL TUBE 71-8j1 O.A. LENGTH
4" x 5" x 16" CMU - I COURSE
FOAM BANDS AND 1/2" STUCCO TO BE
CONSTRUCTED TO MATCH COLUMN DETAILS BY ARCHITECT
GROUT CAVITY BETWEEN POST AND COLUMN
MASONRY COLUMN 5"X8"XI(o" CMU-3 COURSES
#4 VERTICAL REBAR IN FILLED CELL
TIE TO FTG. REBAR
CONCRETE POOL DECK
#3 REBAR AS SHOWN AROUND EACH COLUMN OPENING
STEEL POST FOOTING
FINAL DESIGN BY STRUCTURAL ENGINEER
1'-0" COMPACTED SUBGRADE
BENEATH POST FOOTING
rE 3/811 X 1211
(6061-TG)
411 X 411 X 3/g 1
STRUCTURAL
(4) %21O X 12" J-BOL-
(STAINLESS STEEL)
OWNER'S OPTION
USE SHEET METAL
COVER l' TO
HIDE BOLTS
I FCJ Fn I
rYP
TRELLIS POST BASE R DETAIL
NOTES:
4"X40X n
STEEL STRUCTURAL TUBE
_<TYP
—%ll X 1211 50.
(6061—TG)
—(4) V X 12" J—BOLTS
(STAINLESS 5TEEL)
d POURED IN PLACE CONCRETE FOOTER
d A
°m d
°
d ° a °a ° d
0
a � a
a a
a
C TRELLIS POST (
H-4
? TRELLIS
H-?
ECTION DETAIL TYP
SCALE:1-1/2'=1'-0'
TRELLIS COLUMN BEYOND
CRATER CLASS WHITE CONC.
r5EATCAP-CUSTON BY TROPICAL
T I LE- ORLANDO, FL-BULLNOSE
8"X8"X16" CMU-2 COURSES
WITH #4 REBAR AS SHOWN
TIE TO FOOTING REBAR
i- 102" STUCCO -MATCH BLDG. W/
QUOINING TEXTURE/COLOR CUSTOM
RED -P2 (SEE SHEET L-5.2 FOR
1 SLAB/FTG
WITH #4 REBAR E/W AS SHOWN
i
I'-0" COMPACTED SUBGRADE
H - SECTION
3/4"=1'-0"
SCALE: 3"=l'-0"
".OLUMN
1 TRELLIS DETAIL PLAN
H— 174 =1 p
kaTEl Folure to notify Landscape
Archkect of plan, detal, or
Specification t:lscreponccles prior
to construction rakes contractor
respon 6 for all costs Incurred
for construction charges, not
the owner or hls
representotNe(LarMscape
DyraMcs. Inc.)
AN A CHITECT:
obert chana 000932
LANDSCAPE DYNAMICS INC. hereby reserves Irg cmroon
br mpy5ht and Ober property rights b these pans
ideas and desups These ideas desgns, and ptms ere
mt to be reproduced, mmged, or Med in any Tam a
mon. "totw, nor are they to be on*ed to my
thbd Wly. ♦itbaW Test obtoedog the K. writlen
ap permissim trLANDSCAPE MAIN
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END POST
CONNECTION, N.T.S
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DEPTH BELOW
POSTS
TRIM BAND @ TOP OF POST
— I" NOTCH IN 2"X4" (TYP.,
2"X4" @6" O.G. (TYP.)
2"X2" CROSS BRACE
CENTERED ON BEAM.
BENCH SECTION
BETWEEN POSTS
5EE DETAILS.
DECKING
6"xb"x4'-0" GABLE POST DETAIL
WITH SPIKE FINIALS - LAG TO.
� _ V4
— 2"X2" TRIM
" (� THRU BOLT 4
COUNTERSUNK PLUG ALL
FASTENERS (TYP.)
TRELLIS DETAIL - FRONT
PORTION OF TRELLIS
A AS END OF TRELLIS
B SEE LAYOUT PLAN
FOR LOCATION-1
f
I" !� THRU BOLT
\_2X8 BEAM EACH
SIDE OF POST
6"X6" POST
�l
ENLARGEDTPOST CONNECTION, TYPICAL.
CONSTRUCTION NOTES TO CONTRACTOR
I. ALL WOOD FRAMING 4 DECKING TO BE
PRESSURE TREATED PINE #1 FOR BENEATH
GRADE (POSTS) AND #2 FOR ABOVE GRADE
LUMBER.
2. STAIN OR SEAL WOOD WITH COATINGS
I'-3" HEIGHT SPIKE
APPROVED BY CLIENT TO MATCH COLORS AND
POST FINIAL W/
FINISHES OF THE BUILDING.
ROUTED BASE
3. ROUTE ALL EXP05ED EDGES OF HANDRAILS,
POSTS, RAILS, ETC...
2"X4" CRO55 LATTICE
4. SAND ALL EXPOSED WOOD FACES ON
DECKING, POSTS, HANDRAILS AND RAILS.
2"X8" BEAM W/
SCALLOPED END BOTH
5. ALL WOOD CONNECTORS 4 FASTENERS TO BE
WAYS
HOT -DIPPED GALVANIZED.
6. EMBED ALL WOOD POSTS INTO COMPACTED
SUBGRADE 24" MIN BACKFILL W/ 10" DIAMETER
HOLE AND WASH IN POST WITH SAND FOR
STABILITY.
7. MITRE CUT ALL RAIL TOPS AT CHANGE OF
2"X4" TRIM BAND
DIRECTION. NO OD -DEGREE BUTT JOINTS.
1"X4" TRIM BAND
8. INSTALL ALL DECKING, POSTS, RAILS 4
CONNECTIONS PER LOCAL AND STATE BUILDING
CODE REGULATIONS.
9. LAG BOLT OR LAG SCREW ALL BRACING,
STRINGERS, LEDGERS TO POSTS, OR A5 SHOWA
IN DETAILS. ATTACHMENTS MUST BE FASTENED
TO P05TS AT A DEPTH TWICE THE THICKNESS
OF THE POST 3-#" (SCREWS), 4-j" BOLTS, OR
6"WX13'-O" CEDAR
AS SHOWN IN DETAILS.
10. ROUTE 4 COUNTER SINK ALL EXPOSED BOLT
OR SCREW HEADS 0 MIN. OF Y
II. INSTALL DECKS 4 RAMPS PER ADA
-2"X2" TRIM BAND
STANDARDS WHERE REQUIRED.
1"X4" TRIM BAND
12. INSTALL HANDRAIL EXTENSIONS BEYOND TOP
/ BOTTOM OF 5TEP5 / RAMPS PER ADA
2"X10" BASE BAND
STANDARDS AS REQUIRED.
13. CONTACT LANDSCAPE ARCHITECT PRIOR TO
CONSTRUCTION FOR CLARIFICATION ON
CONSTRUCTION TECHNIQUES, MATERIALS, ETC.
PLAN CERTIFICATION
THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS
ESTABLISHED IN SECTION 625-33.007, FLORIDA ADMINISTRATION CODE.
REAR ELEVATION THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 6,
AMERICAN NATIONAL STANDARDS / AMERICAN SOCIETY OF CIVIL ENGINEERING 7-88 (JULY 10m)
1/2 =1 -O "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND
LOADS A550CIATED WITH A MINIMUM BA51C SPEED OF 110 MILES PER HOUR.
THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE
DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6, AMERICAN NATIONAL STANDARDS /
AMERICAN SOCIETY OF CIVIL ENGINEERING 7-85 (JULY MAO) "MINIMUM DE51GN LOADS FOR
BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A
MINIMUM BA51C WIND SPEED OF 110 MILES PER HOUR.
IOd x 3" NAIL EACH
SIDE TOP AND
BOTTOM, TYP.
SLOPE
PLAN VIEW\- RIDGE/RAFTER
CONNECTIONS N.T.S
(RIDTOP RAFTER
(RIDGE)
2"X2" CROSS BRACE
CENTERED ON BEAM.
2"X2" TRIM BAND
BENCH SEAT i"X4" TRIM BAND BENCH SEAT
2"XI2" BASE BAND
WOOD DECKING
TRELLIS DET
7'—III" O.G.
- END ELEV.
1 /2"=1'—O"
RAFTERS
E FINIAL
FED BASE
" ON EDGE
" P05T DETAIL
2"X2" TRIM BAND
2"X0 BEAM
2"X4" LATTICE — I"
NOTCH
2"x8" BEAM W/
SCROLLED END.
6"X6" POST.
2"X2" TRIM BAND.
1"X4" TRIM BAND.
* NOTE:
TRELLIS B —
UTILIZE (5) POSTS
EACH SIDE 0 8'-0" O.C.
SEE LAYOUT PLAN.
PROVIDE GFI OUTLET
ON POST PER ELEC.
CODES.
2"X4" / 2"X2" SEAT TOP
Ix4 FASCIA TRIM
2X4 FRAME
-FINISH GRADE
6"X6" P05T IN CONCRETE
FTG. 4'-0" IN GROUND.
6" DEPTH WASHED
DRAINFIELD ROCK
COMPACTED SUBGRADE
NOTE: Fo&ure to notify Landscape
Architect of plan, detal, or
specification discrepancies prior
to construction rakes contracts
responsWe for all costs Incrrei
for constriction charges, not
the owner or his
representative(Landscape
Dynamics, Inc.)
POQL
SP-,
SLOPE AWAY FROM POOL
2B% MIN. FOR FIRST 4 FEET
PAVERS POOL DECK ON SAND
P.S. COPING (BULLNOSE)
2-3 ' THICK BY PAVERSYBTEMS
&X& POOL TILE
DI,ANtOND ORITE
WAT RLINE
&X& WATERLINE TILE
DIAMOND BRITE FINISH
COLOR TO BE SELECTED
BY CUNER.
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JETS AND THERAPY ACTION
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STAINLESS STEEL HANDRAIL
5'-0'
HANDRAIL WIDTH
WHITE PLASTIC EXPANSION JOINT
CRATER CLASS # 585 PRECAST
CONC. BULLNOSE POOL COPING
AS MANUFACTURED BY:
TROPIC TILE INC„ ORLANDO,FL
COLOR; TO BE SELECTED BY OWNER
W
6 ROWS OF 2X2 CERAMIC
I
WATERLINE TILE
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DIAMOND BRITE FINISH COLOR TO
BE SELECTED BY OWNER
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STEP NOSINGS AND EDGE OF BENCH
SPA SECTION DETAIL
SP-1 1 "=11'-011
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2-3/8m THICK PAVERS
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STAINLESS STEEL HANDRAIL
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2-3/6' THICK BY PAVERSYSTEMS
CONCRETE POOL SHELL
&X6 CERAMIC WATERLINE TILE
&X& TILE TO MATCH WATERLINE TILE
GUTTER DRAIN
2X6 BULLNOSE TILES ON NOSE
TO MATCH WATERLINE TILE
(COLOR TO MATCH WATERLINE
TILE B CONTRAST UJ/POOL FINISH)
DIAMOND BRITE FINISH COLOR TO BE
SELECTED BY OWNER
LADDER TO TERMINATE IN CENTER
OF BOTTOM STEP
N,T.S,
SOIL LEVEL TO BE SET
AT 2" BELOW TOP OF
DECK SURFACE
i'-0+
u
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1'-0° X 4° CONCRETE BAND
COLORED CONIC. W/ LT. BROOM FIN.
SPOOL DECK EDGE DETAIL
SP-1 N.T.S
•
NOTE, faltwe to notify Landscape
Architect of plan, detall, or
specification discrepancies prior
to construction makes contractor
respons4ole for ail costs Iycwred
for construction charges, not
the denier or his
representative(Landscape
Dynamics, Inc.)
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ANDSCA A CHITECT:
obert Ghana 000932
LANDSCAPE DYNAMICS INC Hereby reserm irS cannon
law ocp tkihi m d Mho properly tights in these pbw%
Meer, m,d Fawns lbese iEeoc dewe, and N. me
not to be reproduced, ctonged. m copied in my form or
mmmdr whoteoerm, nor me they to be assigned to any
thkd petty, without fbM aMgnng the aprese written
perm'mion frorn W41)5CAPE DYNAMICS INC.
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PLAN VIEW
1"=l'-0„
1/2' PIPE
INSIDE POST
CONC. DECK
2 X 8 W/1/2' CHAMFER
2 X 4 W/ 1/2' CHAMFER
1 X 6 W/1' CHAMFER
2 X 8 BOXED POST TO
FORM 8 X 8 HOLLOW SQURE POST
8' DRENCH TYPE RINSE SHOWER HEAD
4 PULL CHAIN 4 LEVER OPERATED
SPRING -LOADED SELF CLOSING VALVE
CAS ON OM-4213)
FROM MURDOCK CO. CINCINNATI OHIO
(513) 411-1100
4'-O' ABOVE POOL DECK
1/2' DIA. COPPER PIPE RECESSED
INSIDE POST - SEE PLAN BELOW
SYNTHETIC ROPE W/4' LONG - 1' DIA.
WOOD DOWEL
HOSE BIB
1 X 10 W/1' CHAMFER
12' X 12' CONC. FOOTER INTEGRAL
W/ DECK EDGE 4 SIMPSON STRONG -TIE
COLUMN BASE N C5-88
RINSE SHOWER SECTION AT DECK EDGE
H—? 1"=1'_0„
NOTE, iallw-e to notify Larwlscape
Architect of plan, detall, or
specification discrepancies prior
to construction rakes contractor
resporwMe for all costs Incw^re
for construction charges, not
the owner or his
repress !otive(Landscape
Dyronks, Inc.
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ANDSCA A HITECT:
obert chono
00932
LANDSCAPE DYNAMICS INC hereby names IT'S amnia
I" apyool and other property C*ts o these plan.
Ww% Gerd ooe4m These ldew. dealgps. and plons are
not to be repmluced. Ganged, u copied to ay form or
manna whotsoem. nor we they to be ossiped to any
tbkd put), wfthat *sl obtaining the express wltien
pdm�ion karn LADSCAPE DYNAMCS INC.
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NOTES:
IRRIGATION PLAN(S) TO BE SUBMITTED WITH FINAL LANDSCAPE PLANS TO
ST. LUCIE COUNTY, FLORIDA; LAND DEVELOPMENT REVIEW DEPARTMENT
ALLLANDSCAPED AND SODDED AREAS TO RECEIVE AUTOMATIC, UNDERGROUND
IRRIGATION
GATON SYSTEM WITH A RAIN GAUGE, G .
WATER ZONE KEY:
H= HIGH HATER USE ZONE- PLANTS WHICH ARE ASSOCIATED WITH -MOIST SOILS
AND REQUIRE SUPPLEMENTAL WATER IN ADDITIONTO NATURAL RAINFALL TO
GRAND ISLE SURVIVE. THIS ZONE INCLUDES SHALLOW ROOTED TURFGRASS VARIETIES.
PLANTING LEGEND M= MODERATE WATER USE ZONE- PLANTS WHICH SURVIVE ON (NATURAL RAINFALL
WITH SUPPLEMENTAL WATER DURING SEASONABLE DRY PERIODS. THIS ZONE
KEY QTY. Description Specification Water Native SYM. KEY QTY. Description S eClficatiOn INCLUDES DEEP ROOTED TURFGRASS'VARIETIES.
p p Water Native
ria 216 Rhaphiolepi:
Dwarf Indic
me 168 Myrica ceri
Wax Myrtle
QV 44 Quercus virginiona
Live Oak
SP h5 Sabal palmetto
Cabbage Palm
10-12' o.a. x 5-6' spr.
full form, V c.t. specimen
2 112°` cal, min. L
65 @ 8' c.w.
straight trunk
— L= LOW WATER USE ZONE- PLANTS WHICH ONCE ESTABLISHED, SURVIVE ON
NATURAL RAINFALL WITHOUT SUPPLEMENTAL WATER. BECAUSE OF THE RELATIVELY
HIGH WATER REQUIRMENTS OF TURFG'RA55, NO PRESENTLY AVAILABLE VARIETIES
ARE INCLUDED IN THIS CATEGORY,
NATIVE PLANT KEY:
N= NOS- THE SPECIFIED PLANT iS OT(NATIVE FLORIDA
SOURCES: ST JOHNS RIVER WATER MANAGEMENT DISTRICT XERISCAPE PLANT GUIDE
SOUTH FLORDIA WATER MANAGEMENT DISTRICT XERISCAPE-PLANT GUIDE TWO(2)
ANY EX151TING NATIVE PLANT MATERIAL THAT CAN BE PRESERVED SHALL
BE PLACED IN A HOLDING LOCATION ON SITE. THIS MATERIAL CAN BE INCORPORATED
INTO THE FINAL LANDSCAPE PLAN.
NATIVE PLANT COMMUNITIES ARE TO BE PRESERVED IN AREAS' BEGINING AT THE;
"CURRENT VEGETATION LINE" TO THE EAST (DUNES) THIS SHOULD ACCOUNT FOR AT
LEAST 35% OF THE SITE AT 2.28 ACRES OR 34,760.88 S.F.. FOR RETENTION OF NATIVE
PLANTS PER SECTION 6.02.01 (D ( OF THE ST. LUCIE DEVELOPMENT CODE.
ALL AREAS OF NATIVE VEGETATION, AS WELL AS, INDIVIDUAL TREES TO BE
PRESERVED ON THIS SITE SHALL BE PROfiECTED DURING CONSTRUCTION ACCORDING
TO THE MINIMUM GUIDELINES SET IN SEC TFION 6.00.05 C IN THE ST. LUCIE COUNT
LAND DEVELOPMENT CODE.
NOTE: NOTE, Failure to notify Landscape
FINAL LANDSCAPE PLANS FOR CONSTRUCTION MUST NEE Architect of plan, detalb or
T specification aprior
constructionmmnkesco actor
MINIMUM ST. LUCIE CO. LANDSCAPE CODE REQ. AND SUPERCEDE THIS DOCUMENT. responsible for all costs Incurred
for construction charges, not
the owner or his
representative(Londscope
Dynamics, Inc.)
I
GENERAL CONDITIONS
SODDING
01.00
WORK INCLUDED
2. MATERIALS
01.00
WORK INCLUDED - The Contractor shall Furnish all labor and materials to complete sodding of areas
01.01
The Contractor and/or Sub -Contractor shall furnish all tabor, materials and equipment necessary for
A. Planting beds shall be loosened t
a milhirlum
depth of 6' and .fertilized with a commercial
H.
BnckfiU shalt be watered twelve inches (12) at a time. After backfilling is completed, rake
shown and labeled sodded' within the contract limits line shown on the drawings P
ecifiecl. or herein
s. s
the completion of items as shown on the plans and/or specifications..
fertilizer at the rates describe
in Se
tton 5.0. Peat moss shall also be applied at the rate of
smooth to finish grade and mulch oil plant beds. All trees and shrubs shall be mulched with
'..
two inches <2') thick and worked
Into
he .upper six Inches (6') of the bed.
after planting and finished grading ore completed. Shrubs shall have mulching of three Inches
02.00
DUALITY ASSURANCE (see general conditions)
01.02
Work shown on the plans and not mentioned in the specifications, or vice versa, shall be done as if
(3') spread uniformly to cover entire area of planting pits. Areas of ground cover shall be
shown on both and should any actual or apparent inconsistencies or errors be found, the Contractor
B. The quantities given in the plant list.
a
e approximate only, and the Contractor shalt Furnish and
mulched the same depths as lontin its. For the purpose of preventing girdling f
P P 9 P Pos p o tree
03.00
SURFACE CONDITIONS (see general conditions)
shall notifythe Landscape Architect as soon as the are discovered and not proceed with an work
P Y P Y
plaint all the plants required to
P P q
on tete
P
the work shownonthe drawings and the specification
9 P
trunks by weed eater equipment, a three inch (3') deep x three Foot C3') diameter mulched ring
e ) diameter
where such uncertainty exists.
t additional t. ndiscrepancies
a no additio a cos Any
...e
Found between the pion t L 1
p a and pant list shot be noted
shall be maintained thereafter by refilling as necessary withmulch and by spraying with weed
04.00
PROTECTION OF PUBLIC PROPERTY (see general conditions)
at the bottom OF. the bid, so ac
urat
e quantities can be incorporated in the final contract.
killer to prevent.. encroachment of grass and weeds.
01.03
Should any objectionable materials such as old concrete, asphalt, line -rock, sub -base, bricks or other
'.
debris be encountered during. planting operation, they shalt be removed from the site'. by the landscape
C. Plant names conform tothename.
given
in 'Standardized Plant Names' 1942 edition,.
05.00
CHANGE ORDERS (see general conditions)
Contractor.
prepared by the American. Joint Committee
on Horticultural Nomenclature. Names or
I.
OAK AND PINE INSTALLATION. Special drainage condition may be required and should be
-
varieties not Included thereinconformgenernl(y
with names accepted in the nursery trade.
evaluated at time of installation of oaks and pines. Special planting preparation, i.e. raising
c i
06.00
CLEAN UP. (see general conditions)
01.04
The landscape Contractor is entirelyresponsible for the work until final acceptance.
of planting .levels, soils amending, etc., may be required depending on drainage conditions.
Comply with all local codes and ordinances.- Obtain all permits and bonds to construe the pro,,77'ect.
dimensions
D.. Plants shall have h habit of growth
t.
at is normal for the species and shall be sound, healthy,
Conditions. may vex between each planting location.
Y Y c p g
07.00
COMPLETION AND ACCEPTANCE (see general conditions)
Coodinate his/her work with other contractors. -Verify all existing grades, and conditions'in
�o
vigorous and. free of insects: dis
ose
and injuries, Tress Shalt be heavilybranched or In
the field and bring discrepancies to the attention of the prior commencement of work.
Palms,. leafed. Requirements for
eosUrement
branching, grading, quality, alling and
J.
Pruning shall be carefully done In accordance with each plant species' requirements and/or
burlapping of plantson the list
Should
follow thecode of standardscurrently recommended
as directed by the Owner or Landscape. Architect. The amount ofpruning sh II be Limited
ted to
INSTALLATION
02.00
QUALITY ASSURANCE
by .the American Association of Nurseryman.
Plants shall be Florida #1 or better as outlined
the minimum necessary to remove deador injured twigs and branches and to compensate
under Grades and Standards for
Nursery
Plants,
for the loss of roots as a result of transplanting operations. Pruning shalt be done in such a
A.
It is the responsibility of the Contractor to Finish (fine) grade all areas to be sodded, taking care to
02.01
All Conntractors and/or Sub -Contractors shall have labor crews controlled and directed by an
manner as not to change the natural habit or shape of the plant. All cuts over a half inch CK')
eliminate all bumps, depressions, sticks,stones and others debris to the satisfaction of the Owner. Soil
experienced foreman well versed in reading blueprints and specification ertoinin to their articular
p g p pe p g p
-
E. MINI PINE BARK MULCH The rate
of application
shalt be for a full three inch depth of mulch
in diameter shall. be treated with an approved tree paint.
shalt be tilled six (6') inches deep toproduce a' loose friable soli conductive to sod growth. Water dry
expertise, NOTE: Foreman to hove plans on -site at all times.
to be applied. over att shrub. and
ground
cover areas.
soil to depth of three. inches (3') 24 hours before sodding.
K.
Planting operations shot( be performed according to prevailing weather conditions at the time
.
02.02
The Contractor shalt become thoroughly familiar with surface and subsurface utilities. All Contractors
3. WATER
and at the discretion of the
and/or sub -Contractors shall exercise care in digging and other work so as not to damage existing work
Ie
.Owner.
B.
Sod is to be installed within twenty-four'( 4) i 2 hours after 1'
delivery, Keep stored sod most and under
including underground storm and sanitary systems, water systems, electrical and telephone cables and
Water used in the work will be furnished
b)i
the Owner unless otherwise noted, and will be suitable for
L.
Plants are to be delivered to the site in and at the dates established in consultation
tation
shade, or covered with moistened burlap.
any other underground structures to be encountered in the construction phase. Should such overhead
irrigation and free from Ingredients ha
9 9
mful',
to plant life. Hose and over watering equipment shall be
P 9with
quantities
q. su
the Owner in order that the Owner's representative and Landscape Architect shall have
t r Owner Shell
or underground obstructions be encountered which interfere with planting, the Owne sha be
furnished by the Contractor. .Every effort
will be made to have irrigation systemoperational as quickly
n minimum f full
u o a u days work in supervising of specimen material. If trees. are
C.
The Contractor shall install the sod according to good horticultural radices. Sod that is not in good
9 9 P
- -
consulted and wilt adjust the location of plants to clear obstruction. The Contractor shall be
co su ed a j p a such obs c
l responsible t
as possible. Contractor is responstb a
or
't l
and watering until systems are operab e.All landscape areas shall
placement
delivered to the site before slid date, they shall the
condition either on the palette or shall be replaced at the discretion of the Landscape
p P P
- -
responsible for the immediate repair of an damage caused b his work.responsibility
P P Y 9 Y
reaeve automatic irrigation. Proper watering
„
and maintenance are the owners during the
properly protected against .action
of the sun and wind. Earth balls shall be mulched with cypress mulch and thoroughly
with
Architect. Do not install sod ]n saturated soil
02.03
on -sit before
All dimensionsgand. existing conditions shalt be verified by the Contractor a
guarantee perirod.
-
watered
water
at least once a day . Proper core, as outlined above, shop be taken of any plants stored on
- _
construction begins. Any discrepancies shall be bought to the attention. of the Landscapes Architect.
construction
4. GUYING, STAKING AND WRAPPING
the site for more than twelve (12) hours.
D.
Solid sod shall be told with closet abutting staggered joins with a tamped or rolled even surface. It
Y 9 99 j P
shall be the responsibility of the Contractor to bring the sod edge in a neat clean manner to the edge
02.04.
The Owner or his agent, shalt have the right at an stage of the operations to reject any and all work
All trees shot( be staked unless specific
approval
.for its. omission is obtained from the Owner or
M.
Shrubs shall be pocket planted in the following manner, shrubs pit shalt be excavated 8' wider
of all paving and shrub areas.
9
and materials which, in his opinion, do not meet with therequirements of these specifications. Such
Landscape Architect. Guying and staking
of
. trees will not relieve the Contractor of the responsibility
and 4' deeper than plant ball. Pit shall be backfil(ed with a mixture of two parts approved top
rejected material shot( be immediately removed from the site and acceptable material Substituted in
r resetting plants after they have been
o se g p s a e ey a
e
town over, nor will it relieve h' f it f
him o the responsibility or the
soil t three t
o ee parts existing sot. Four inches (4') of this mixture shall be placed in the pit before
E.
The sodded areas must at all b ded in to any
its place.
plants' uarantee If the plans dle as
P 9 P
result
of bell blown over. All wood used in stoking
9 9'
placing shrubs. After placing shrubs, the remainder of the it shall be filled to grade with this
p 9 P $ P
.times graded
e g such a manner as prevent standing water.
and guying shall be given one coat of
green
stain. Braces will not be attached to the tree with nails.
mixture. Fertilizer shall be applied at the rate described in.5.0. Sprinkle fertilizers in mixture
03.00
SURFACE CONDITIONS
Duckbill staking is also acceptable, Any
method
ofbracing other than those in the details must receive
while backfilling pit. Leave plant 1-1/2' above finished grade for mulch.
F.
Peg sod on slope greater than.4 to 1 to prevent slippage.
prior approval from the Landscape Ar
hitec.:An
single trunked specimen palms to be staked per detail
-0 .01
3
The Landscape Contractor shall coordinate with the Lighting and Irrigation Contractors regarding timing
P i9 9 9 9 9 9N.
l a m ll trees
a a contractor must keep a
P P
es I
a t rl upright { condidtion throughout h
s a e, u h ,hea healthy the guarantee
P 9 Y9
N.
Trees or palms moved by winch or crane shalt thoroughly from
G.
All sodded r II ll o ed areas shell be rotted with a roller with weighing
a e1 him no more than 5 I per foot f roller
9 9 1 0 bs. p o0 o
of the. installation of plant materials. Prior to all work, each Contractor and/or Sub -Contractor is to
iod.
period.
protected chain marks,
o
.girding or bark slippage by means of burlap, wood battens, or other approved methods.
width to eliminate all bumps and depressions.
carefully inspect the Installed work. of allother trades and verify that such work It complete to the points.
QUANTITIES, QUALITY AND SIZE
Adequate protection shall be provided at all times for planted areas against trespassing by any
where installation by the Contractor may commence.
individuals and damage of any .kind. Such protection shall be maintained to the completion
H.
Apply fertilizer uniformly at manufacture's recommended rate five (5) days after sodding and at three
A. The Contractor shall furnish quan
ities',necessary
to complete the planting as shown and
of the contract. Trees so damaged will be removed. and. replaced at. the direction of the Owner
(3) month intervals thereafter. Thoroughly water to avoid burning' or dama in
9 Y
03.02
In the event of discrepancies, all Contractors and/or sub -Contractors must immediatel!'y notify the
.located on the drawings. Plants
holiChave
.the habit or growth that is normal for the species
or Landscape Architect.
gross.
9 9 9 9
Landscape Architect or project manager. No construction is to proceed until all discrepancies are fully
and shall be sound, healthy, vigorous,
!free from insects, plant diseases and injuries. All plants
resolved.
shell equal' or exceed measurements
specified
in the plant list which ore the minimum
O,
All proposed trees to be installed either entirely in or entirely out of planting beds. Planting
MATERIALS
acceptable. Plants should be me
sured
with branches in normal position, before pruning and
bedlines are not to be obstructed. Shrub beds and groundcover areas shalt be kept
c
04.00.
PROTECTION OF PUBLIC PROPERTY
pruning shall be done at the time
of planting.
cultivated, free of weeds and grass. and properly watered until acceptance, If any tree, shrub
A.
Sod -Sod type shoo be as in.. the wrens shown in the plans. The sod shall the of firm, tough
or plant bed settles more than. three inches below the established finish grade, it snail be
texture haulm a compact rowth f r I
growth o shall contain weeds or
9 P !3 o. gross with good root development,
The Contractor and/or Sub -Contractor shall, at all times, protect all materials and work against injury
B. Trees selected should be well matched
leas to height, spread and general conformation. Trees
raised to the proper level and not merely filled
filled additional mixed soil
any other objectionable vegetation. The sod be free from fungus, vermin and disease. Before.
9 9 v se
from any cause and shall provide and maintain all necessary guards for the protection of the public,
delivered with broken balls will be
re'e>Ided..
All trees must be approved b the Owner or the
PP Y.
.with
Trees
begin cut and lifted, the sod shall have been mowed least three times ha
The Contractor and/or Sub -Contractor shall be held responsible for any damage or injuries to persons
Landscape Architect, All tree ri
gs a
e to be mulched. Any non -deciduous trees going into
to be saved shall be parkin of vehicles, material storage, soil removal, and addition
P 9 9
watt with dawn rower, with
's
or property which may occur as a result of his/her fault or negligence durin the execution of the work.
P P Y Y9
shock shall be removed and repla
ed.
within dri
of fill shall not be permitted within driplines, all work in these areas shall be done by hand:.
the final mowing not more than days before the, sod ts.. cut.. The soda' shall be .carefully cut into
.
The Contractor shall insure that his work does not interrupt established or projected drainage potters.
Transplanted plant :material shall not be guaranteed.
is ep
uniform dimensions. Owner or owner's representative must approve a and sod Installation in writing
PP p g
C. When all trees have been selected
by
the Contractor, he shall notify the Owner and
to be provided by contractor) and owner must secure the services of a licensed pest control company
05.00
CHANGE ORDERS
Landscape Architect to make his
nspe
tion upon twenty-four (24> hours notice. The
P.
A Nose without nozzle should b inserted t
z s e se tea into the soil just beyond the earth ball and
immediately
immediately upon completion of landscape and must notify owner in writing within 5 business days.
e
Contractor shalt have located su
ficii
alternative choices to prevent loss of time in the event
Allowed run at moderate rote until it bubbles at .the surface. Remove hose and place at
place
Any change or substitution in the plans must be negotiated between the Contractor and the Owner.
that some trees fail to meet with
the
Owner's approval. The Contractor is to submit an
PP
c a
anew location..diametrically opposite allow the water to run until the earth saucer .provided by
B.
Water - Free of substance harmful'. to growth ob'ectional odor or staining agents.
9 J 9
Any work performed on changes or 'extras' prior to execution of a written agreement may or may not
installation program to the Landscape
Architect for review for all specimen palm trees.
the Contractor is filled to the brim. If this water is absorbed before fifteen (IS) minutes has
9
be compensated for by the Owner at his discretion.
elapsed, this Indicated that the procedure outlined above should be repeated immediately, and
C.
Fertilizer - FS 0 F-241c(1). Grade A or B, Granular fertilizer shall be 16-4-8 with: at least 50 percent
D. Extent of sod to be verified b Contractor
y
in. field. Additional sod required will be adjusted upon
a q J P
Again for as may times as necessary to retain water for more than fifteen (15) minutes.
'�,
(50%) of the nitrogen from a. non -water organic source for oil sodded areas. Apply
06.00
CLEAN UP
square footage unit price, Additi
nal
bitting to be approved by Owner.
Q.
FERTILIZERS; Peat. moss and application of fertilizer. Rate of Application: The rote
.soluble and
distribute by methods and rates as recommended by the manufacturer.
The Contractor and/or Sub -Contractor shall, at all times, keep the area free from accumulation of
6. WORKMANSHIP
I.
of
application for dry Fertilizer shall be I unit of nitrogen per 1,000 square feet (this is equivalent
Landscape contractors shall examine of all planting
P plan ng areas for suitability to sustain plant growth and
-
waste material, rubbish and any other debris caused by his/her work. Alt existing plant material is to
-
to 16 tbs. of nitrogen per 1,000 square feet, 600 Ibs. per acre minimum),
recommend soil additives/Fertilizers to owner prior to plant installation.
„
remain and be protected unless otherwise noted or directed by the Landscape Architect. No fill
A. GENERAL
-
material or use of heavy equipment around existing trees is allowed. Existing trees are to be protected
1. Application fertilizers shall be spread uniformly over areas to. be sodded or planted
D.
Stokes -.Softwood, 3-4 inch diameter square with eight inch i length.
by a wood barricade erected no closer than the dripline of the tree. Upon completion of all sodding,
1. The Owner shall be notified t
enty-four (24) hours in advance of the delivery of any
with ground covers by use of an approved distribution device calibrated to distribute
-
-
the Contractor shall leave the premises completely clear of all extraneous material pertaining to his
plants to the site,. Deliver
slips covering oil plants transported to the site shall be
the specified quantities.
MAINTENANCE
_
o tract. c n
furnished to the Owner.
7
2. Commercial fertilizer commercial fertilizer shall comply with the state fertilizer laws.
A.
Watering - Keep sod moist during firstainfall . week after planting, After first week, supplement rto
07.00
T
COMPLETION AND ACCEPTANCE
2. Following the signing of the
Contract and prior to the commencement of planting the
A numerical designation for fertilizer indicated the minimum percentage respectively
produce a total of two inched <2') per week.
Contractor shall contact the
Owner and Landscape Architect to work out a schedule
of (1) total nitrogen, (2) available phosphoric acid, Q) water soluble potash contained
A.
Completion of work shall mean the full and exact compliance and conformity with the
of planting dates to avoid conflicts
in the Owner's construction schedule.
in the fertilizer, .The chemical designation shall be as follows+
9
B.
-
Mowing When reaches inches. (( in height,
provisions expressed or implied in the drawings and specifications, including the complete
grass six mow to three a inches in height Do not cut
removal of al( trash debris created by. the Contractor.
3. Plant pits shall not be pre -di
The location of plants as shown on the drawings are
more than fifty percent (50%) of grass leaf in single mowing. Remove all grass 'clippings from lawn
all
Intended only as a guide. Pans
she(( be delivered to the site and set on the ground
A
A. Shrubs and ground cover shall be 16-4-8 50% organic at the rate of 1-1/2
area
B.
Alt plants shall be alive and in good growingcondition for each specified kind of plant 10t the
in the locations as shown on
the''. drawings. All species of plants comprising a planting
lbs. per 1,000 sq. ft.
time of acceptance.,
composition shall be delivere
at'Ithe same time, unless otherwise directed. The
t It
C.
Weed Eradication - Between second and third mowing, apply herbicide specifically recommended for
�
Owner or Landscape Architect
P
t then determine the specific location of the (ants,
P p
B. Trees shall be 16-4-8 50'L organic at the rate of 1-1/2 tbs. per, inch of trunk
gross type uniformly at manufacturer's recommended rate.
C.
All work under this contract shall not be finally accepted until expiration of the r7•ain!tenance
!Sstet
diameter.
After such time the Owner shall inform the n in writing that a site inspection
period. a uc e O e e Contractor g p
B. Collected plants hell not be used
e p n s
unle
s nursery -grown k I ntavailablen I
o a r then only
for final acceptance shall be held. Upon review of oil plants and sodding operations, the
when authorized by the Owner. C
llec
a
ed stock material shall have a ball one third larger than
R.
The Contractor shalt insure adequate vertical drainage in all plant beds and planters. Vertical
D.
Edging - Neatly edge and trim around all f
g 9 y 9 pant beds, curbs, roadways, sidewalks, streets, trees and
Owner shad approve or disapprove the completion of the contract in writing. Portia Final
nursery -grown stock's root ball.
drilling through any compacted fill to native soil shalt be accomplished to insure drainage.
plants. Maintain shapes and configurations of plant beds as installed. Maintain clean, trenched edge
acceptance may be given to the Contractor, at the Owner's discretion, providing the
between gross and mulch areas. Take care not to injure tree trunks or plant materiols during edging
unaccepted work is corrected immediately. thereafter.
C. The Contractor shalt provide for
the
lonting operation, sufficient toots. and personnel to tarry 7.
MAINTENANCE
operation.
out the planting without delays,
A.
Maintenance shall commence after each plant has been planted and shall continue until final
E.
Acceptance - The Contractor shall produce a good stand of grass, acceptable to the Owner and
LANDSCAPE SPECIFICATIONS
D. Container -grown plants. shalt be c
re£u
ly removed From the container so as not to disturb the
acceptance of all work. Plantings shop be maintained by watering, removingdead branches,
Landscape Architect and shall maintain these areas until inspection and front acceptance.
01.00
WORK INCLUDED - Contractor shall furnish all labor, materials and equipment necessary for the
root system.
Y
resetting plants to proper r r g p pr
g odes, o upright position, and any other operations necessary to
.Damaged
or unsatisfactorilysodded areas shall be resodded to the Owner's satisfaction:
e.
complete the maintenance.
completion of planting and related items as shown on the plans and/or specifications.
E. The root ball of all container grown
trees
must be inspected to Insure that it isabsorbing water.
If the root ball is dry, the lands
cape',,
Contractor is responsible for handwatering the root belt
B.
Replacement of plants necessary during the maintenance .period shall be the responsibility
02.00
QUALITY ASSURANCE (see general conditions)
every three days for two month
or
until completion of installation. If installation is completed
of the Contractor.
before a two month period the r
sponstbility
of hand watering. shall be assumed by the
03.00
SURFACE CONDITIONS (see general conditions)
maintenance Contractor for the
iemairfder of the period.
C.
In the event that weeds or other undesirable vegetation becomes prevalent, it shall be the
04.00
PROTECTION OF PUBLIC PROPERTY (see general conditions)`
F. MATCHED TREES: Trees designated as
'matched'
shott conform to the measurement
landscape Contractor's responsibility to remove them..
MEASUREMENT AND PAYMENT
specified or indicated on the drn
tags
and shall not vary from the size specified more than
1.
Trees, shrubs and ground cover will be measured for payment on the basis of each plant, complete,
05.00
CHANGE ORDERS (see general conditions)
9
107 or hove a caliper size (diameter
at
breast height/D.B.H.) which varies more then 1/4 inch, Where
D.
Trees or other plants which fall or are blown over during the one (1) year guarantee period will
in piece, Sod and seed will be measured by the square yard complete and in place.
a single trunk is specified, the plaint
shall have a single straight trunk for a height of not less
be reset by the Contractor at no additional expense to the Owner. The only exception being
06.00
CLEAN UP (see general conditions)
than 50% of the overall tree het
ht.
hurricane force winds.
2.
Associated products, equipment and execution necessary therefore or incidental thereto will not be
07.00
COMPLETION AND ACCEPTANCE (see general conditions) -
G. Alt trees sholl be planted in pits
t least
three feet (3') in diameter than their ball of 8.
GUARANTY AND REPLACEMENT
separately measured but will be considered as included in the measurement for trees, shrubs, ground
and.
!
.earth or, spread of roots. The
epthl
greater
of the pits shall be at least two feet (2') and as much
cover, sod seed,
!,
deeper as it is necessary to accommodate
the ball of the roots and to permit the required
A.
All new plants shallbe guaranteed for. one (1) full year from time of acceptance, and shall be
PLANTING INSTALLATION
preparation of the bottom of thepit
so that it will not be necessary to raise or tower the tree to
alive and in satisfactory growth for each specific kind of plant and the end of the guaranty
3.
Payment will be made based n h sea e the measured quantities
Y q at the contract unit price.
1. SELECTION OF PLANTS
bring it to the required grade,
hen
the tree has. been properly set the pit. shall be backfilled
watered
period, except as noted.
with existing soils shalt be thorou
hly
during and after back Filling. Enough existing
4.
Final.. Payment will be made when the following documents are., presented to the Owner:
A.
The Contractor, or a. member of his/her firm, shall select and to all plants, not the
soils shall be used to. bring the
urfa
e when settled to the required grades.
B.
During the guaranty period, and until its completion. date, any plant that is dead or not in
9
nurseryman or wholesaler. All plants to be Florian #1: or better.
�.
satisfactory condition, as determined by the Owner or Landscape Architect, shall be removed
A. Release of lien - Contractor shall furnish the Owner with release of liens from all his suppliers,
and replaced. .Plants replaced.. shall be inspected and accepted and then guaranteed for one
as well as any sub-Controctor doing work on his behalf on this. project. The landscape
B.
The Contractor shall submit photographs or all 'specimen'. plants, if any are so identified on
(1) growing season after the new acceptance date.
Contractor shall provide the Owner. with a release of lien prior to final payment,
the documents, For preliminary approval by the Owner or be prepared for site rejection by the
Owner if the plants do not meet with the Owners's approval;
C.
All (ant replacements shall be of the some kind and size as specified in the lent list. The
P P P p _Y
B. As -built drawings - During the course of the installation, the landscape and irrigation
ill
Shalt be furnished and planted as specified herein. The cost shall be the responsibility of. the
Contractor shalt record all changes made to the landscape plan during Installation. These
9 P P 9
C.
I r 1 permitted only!an
SUBSTITUTIONS: Substitutions or plants o change in size of pans will be ed NP
Contractor, providing the plants h
s eve been properly maintained b the Owner after th
9 P P P Y Y e e
are f
upon authorization by the Owner or the Landscape Architect. If plants are not suffl tent size
completion of the work and expiration of the maintenance period.
changes shall be carefully shown in red line on a print of the landscape plan. ..Upon
to meet applicable codes, a letter of variance From the appropriate city approval mint be obtained
:
Landscape contractor shall not be responsible for plant material death ordamage due to Floodingcompletion
of the installation, the landscape Contractor shall transfer the red line Information -
by the Contractor prior to the issuance of any change order. If plants of smaller size are to be.
-
(Inducting heavy rainfall, lightning, vandalism, automobiles,: Freezing weather drought, winds in excess..on
to a sepia For reproducible os-built" drawings for review and approval by the Owner or his
accepted the quantity of plants shall be increased to meet the intent of the drawings at :no
of fifty (50) MPH, irrigation failure, or owner. negligence.
authorized representative. The Contractor isto ask Owner for sepias of landscape plans.
additional cost to the Owner.
'
C. Written Guarantee.
s
NOTE: Follere to no*Wy Landscape
Architect of plan, deti or
specification discrepancies
prior
to construction makes contractor
!
responsible for all c Incurred for costs nstructlon char not
the owner or his
representative(Londscope
Dymmics, Ii
ANDSCA HITECT:
oberf chano ON32
LANDSCAPE DYNAMICS INC hereby reemws ITS canon
low "py0l and othe, erminly 61 in In. pins,
Ideas, end dadgre. These Wens, desi and pans me
not to be repro lei chmged, or copied in my Inn or
ownnew whoteetwr, ni we they to be assigned to my
thhd Peft withal rest 01611 the express wi
pam'weim iron LANDSCAPE DYNAMICS INC.
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4 FT. ABOVE
I FT. BELOW
T. TO 14 FT.
'LINE OF TREE
ECTED
CONNECTOR
NGE VINYL
I
ADE TO REMAIN
PAM
'DUCKBILL" TREE ANCHORS
(3-REQUIRED, EQUALLY SPACED)
2-5TRAND5 TWISTED e12 SOLID
GALVANIZED WIRE
AD,)-A-TYE
ROOT BALL
a AGRIFORM FERTILIZER TABLETS TREE PIT -LIMIT OF MULCH
PLACED A MAXIMUM 4" FROM
ROOTBALL AND 6'-8' BELOW FINISH GRADE
REMOVE BURLAP FROM UPPER GALVANIZED STEEL
1/3 OF ROOT BALL AND CUT SLITS TURNBUCKLE WITH WHITE
ON THE REMAINING BURLAP MATERIAL SURVEY TAPE FASTENED
SECURELY
TEMPORARY SAUCER AGRIFORM FERTILIZER TABLETS
FINISH GRADE
l —U'— SOIL MIX WITH TERRASORB
SOIL MIXTURE PLACED III -lg - = GRANULES PER MANUFACTURES SPECS.
IN THE BOTTOM OF THE
PLANT PIT SHALL BE -I —� (=III= —� EXISTING SUBSOIL
TAPPED PRIOR TO THE
SETTING OF TREE TO
PREVENT SETTLEMENT PLANTING PIT 15 TO BE
1.5 TIMES THE ROOT BALL
TYPICAL STAKING AND PLANTING DETAIL
SCALE: N.T.S.
SAUCER
3' MULCH
AGRIFORM FERTILIZER TABLETS
FINISH GRADE
SOIL MIX WITH TERRA60RB GRANNUALS
- — GRANNUALS PER MANUFACTURES SPECS.
BALL OF EARTH a _ITi —III—IIIIII--I I: I —I I i—III.
ROOTS (VARIES) -1 I III— —III—III —I 11= EXISTING SUB SOIL
COMPACTED „I II
PLANTING MIX TO PLANTING PIT IS TO BE
PREVENT 1.5 TIMES THE ROOT BALL
SETTLEMENT
TYPICAL SHRUB PLANTING DETAIL
SCALE: N.T.S.
PLANTING
1.5 TIMES
TYPICAL PALM TREE PLANTM DETAIL
NINE Cur
T'ER5 OF BURLAP
'TECT TREE TRUNK
3x8 P.T. UIOOD BATTENS
� STEEL BANDS TO
BATTENS.
?x4 P.T. UIOOD BRACES
L TO BATTENS
2' MULCH
m
13 SOIL AS SPECIFIED
SCALE: N.T.S.
PALMS OVER TEN PEET (10') NEED TO BE ANCHORED.
2'-SAUC CH-�\ A� FIN SH GRADE RM ER TABLETS
-III II
�x �IIIIIII,IIII�IIII�-
- SOIL MIX
COMPACTEDII _ :'''':: ^.• :. _ILI'II
PLANTING MIX TO _I�— EXISTING SUB SOIL
PREVENT
: I I I 1111 111-III l i l l 11 I I i-1 1(-
SETTLEMENT
PLANTING PIT 15 TO BE
1.5 TIMES THE ROOT BALL
TYPICAL GROUNDCOVER PLANTING DETAIL
SCALE- N.T.S.
R
EDGE OF PAVEMENT OR CURB
1.51)
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EDGE OF
BEDLINE
0
NOTE: FORM EDGE OF BED,
THEN
FILL
IN
BED
AT
TRIANGULAR
SPACING
AS
SPECIFIED
ON
PLANT LIST,
TYPICAL SPACING DETAIL
SCALE: N.T.S.
r
PLANTIM
la TIMES I111
+ND TIED FRONDS
BIODEGRADABLE
FOR TIE MATERIAL
IUT'
R5 OF BURLAP
:CT TREE TRUNK
3 P.T. WOOD BATTENS
STEEL BANDS TO
BATTENS.
4 P.T. U BRACES
TO B
' MULCH
M
SOIL AS SPECIFIED
TYPICAL PALM TREE PLANTING DETAIL
SCALE: N.T.S.
PALMS OVER TEN FEET (109 NEED TO BE ANCFIORED.
TALLATI❑N NOT
LANDSCAPE CONTRACTORS (LC) SHALL BE RESPONSIBLE F❑R1
-ALL WORK AND MATERIALS AS CALLED FOR ON THE LANDSCAPE PLAN.
-VERIFYING MATERIAL QUANTITIES ON THE PLAN, PLAN TO CONTROL.
-COMPLY WITH ALL LOCAL CODES AND ❑RDINANCES.
-OBTAIN ALL PERMITS AND BONDS TO CONSTRUCT THE PROJECT,
-C❑❑RDINATE HIS WORK WITH OTHER CONTRACTORS.
-SUPPLYING ALL MATERIALS, LABOR, AND EQUIPMENT FOR HIS WORK,
-VERIFY ALL EXISTING GRADES, DIMENSI❑NS, AND C❑NDITIONS IN THE FIELD
AND BRING DISCREPANCIES TO THE ATTENTION OF THE OWNER PRI❑R TO
COMMENCEMENT OF WORK,
-PROTECT EXISTING UTILITIES, SURFACES, STRUCTURES, AND VEGETATION TO
BE SAVED AND BE RESPONSIBLE FOR REPAIR AND REPLACEMENT,
-TREES TO BE SAVED SHALL BE PROTECTED. PARKING OF VEHICLES,
MATERIAL STORAGE. SOIL REMOVAL, AND ADDITION OF FILL SHALL NOT BE
PERMITTED WITHIN DRIPLINES. ALL WORK IN THESE AREAS SHALL BE DONE
BY HAND.
-ALL PLANT MATERIAL SHALL BE FLORIDA GRADE NO. 1 OR BETTER AS
IDENTIFIED IN GRADES AND STANDARDS FOR NURSERY PLANTS, DIVISION OF
PLANT INDUSTRY, STATE OF FLORIDA.
-ALL PLANT BEDS AND TREE SAUCERS SHALL BE DRESSED WITH A MINIMUM
OF 2' SHREDDED CYPRESS MULCH OR MINI PINE BARK MULCH.
-L.C. SHALL WARRANTY ALL TREES FOR 180 DAYS, SHRUBS AND GROUND -
COVERS FOR 90 DAYS AND SOD FOR 30 DAYS AFTER ACCEPTANCE BY OWNER,
REPLACEMENT MATERIALS SHALL BE GUARANTEED FOR AN ADDITI❑NAL 130
DAYS.
- ALL PLANT MATERIAL SHALL BE ALIVE AND SH❑WING GROWTH AT THE END
OF THE GUARANTEE PERI❑D.
-TRANSPLANTED PLANT MATERIAL SHALL NOT BE GUARANTEED,
-L.C. SHALL EXAMINE SOIL OF ALL PLANTING AREAS FOR SUITABILITY TO
SUSTAIN PLANT GROWTH AND RECOMMEND S❑IL ADDITIVES TO OWNER PRIOR
TO PLANT INSTALLATI❑N.
-L:C. SHALL NOT BE RESPONSIBLE FOR PLANT MATERIAL DEATH OR DAMAGE
DUE TO FLOODING (INCLUDING HEAVY RAINFALL) LIGHTNING, VANDALISM,
AUTOMOBILES, FREEZING WEATHER, DROUGHT, WINDS IN ACCESS OF FIFTY
(50) MPH, IRRIGATION FAILURE, OR OWNER NEGLIGENCE.
-PROPER WATERING AND MAINTENANCE ARE THE OWNERS RESP❑NSIBILITY
DURING THE GUARANTEE PERI❑D,
-L.C. SHALL KEEP JOB SITE CLEAN AND FREE OF DEBRIS AND RUBBISH AT
ALL TIMES.
-ALL LANDSCAPED AREAS SHALL RECEIVE AUTOMATIC IRRIGATI❑N,
-PLANT MATERIAL GUARANTEE APPLIES ONLY TO THOSE PLANTS GUARANTEED
BY THE PLANT GROWER AS PROPERLY INSTALLED BY THE L.C..
-OWNER OR OWNER'S REPRESENTATIVE MUST APPROVE LANDSCAPE AND SOD
INSTALLATI❑N IN WRITING (FORM TO BE PR❑VIDED BY LANDSCAPE
CONTRACTOR) AND OWNER MUST SECURE THE SERVICES OF A LICENSED PEST
CONTROL COMPANY IMMEDIATELY UPON C❑MPLETI❑N OF LANDSCAPE AND MUST
NOTIFY OWNER IN WRITING WITHIN FIVE (5) BUSINESS DAYS.
ADDITI❑NAL NOTEI
FINAL LANDSCAPE SPECS, AND DETAILS FOR CONSTRUCTION MUST MEET
MINIMUM ST. LUCIE COUNTY LANDSCAPE CODE REQUIREMENTS AND SUPERSEDE
THIS DOCUMENT,
NOTE, Falwe to notify Landscape
Architect of plan, detail, or
specification discrepancies prior
to construction makes contracts
respotsiI far all costs Incurr"
for construction charges. not
the osner or his
representativeCLandscape
DynaMcs, LxJ
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ANDSCAB A CHITECT�:
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LANDSCAPE DYNAMICS INC. hereby reserves IYS mmmm
low eopyriot ad other Property riots in there paw.
dens, and designs. These ideas, desi". and pans ae
not to be rWp Wed, mmged, a ca ted b my tame a
mmm whatsoew. AM we they to be ossoed to my
third party. mttwul first obtoMYq the W'm M.
permavm from LANDSCAPE DYNAMICS INC.
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