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LENNAR
730 NW 107th Avenue Suite300
Miami, FL 33172
Tel: 305 559 1951, Ext. 2504
Urban
e �+ Associates, Inc.
I _ LC# LCO000268
f,.
Site Planning
-
Landscape Architecture
Art Feature, u lights eatu e , P
^_
Bench F _. Sustainable Site Design
ASPEN LEAF DRIVE
— sro mi a,ar Annuals
a•BiDEwnuc �_, a'siDEWtaK
Treuis 184 , FWater Efficient Irrigation Design
-- 0 Plan Approvals
ASPEN LEAF DRIVE-- — -- Mural of Aspen Trees T.`
ART FEATURE
� { — —---------- Stone Veneer c�
4- SIDEWALK on Trellis Wall Golumns each side
— — _ — - ---------------- f 9671 Aloe Road
—
l ALK— _ _ _ _ _------------ ----- Bench Boynton Beach, FL 33436
�--_ _----- -----
Tel: (561) 734-8586
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W a Fax (561) 734-8510
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5. uainc@bellsouth.net
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OCTOBER 15, 2007 WATER UE
APRIL 24, 2013 - LENNAR
Sheet Title
Art Feature
Drawn By LU
Checked By LU
Date July 18, 2006
5'
TER
Boynton �Beach,F L&
LENNAR
730 NW 107th Avenue Suite300
Miami, FL 33172
Tel: 305 559 1951, Ext. 2504
Urban
_ _ ___ _ _ _ T _ _ _ _ ____ ___ _ Associates, Inc.
LC# LC0000268
Site Planning
Landscape Architecture
Sustainable Site Design
Water Efficient Irrigation Design
Plan Approvals
9671 Aloe Road
Boynton Beach, FL 33436
Tel: (561) 734-8586
Fax (561) 734-8510
uainc@bellsouth.net
www.uainc-landscapearch.com
Art Feature, up lights
Location Map
Annuals
Trellis 8 4
HYPOLUXO ROAD
Stone Veneer
Columns each side 0
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0 z Site Q
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Revisions
OCTOBER 15, 2007 WATER UE
APRIL 24, 2013 - LENNAR
Sheet Title
Art Feature
Drawn By LU
Checked By LU
Date July 18, 2006
Job. No. 37086
Scale 191-11-011
Sheet Number
AF=2
8 C,4,o
@:2015 Urban Assoc-iotes,,,
C
Aspen Glen, Boynton Beach, Florida
JUL 3 12013
—Trellis above .
To be constructed of
Rough Sawn Select Cedar.
A -A PLAN
A� SCALE -Y4"=1'-0"
I
irpus Hedge
Cgs
4"X12" Select cedar beams w/
4"X12" select cedar joist,
staggered length:
e5" GMU COLUMN W/
TEXTURED STUCCO TOP
STONE VENEER BOTTOM
5" HT Stone Gap
South Bay Ouortzite Gap
Split Face w/Ghlsel Gut Ends —
Mortor in Place, Pitch To Drain
2-1'-7Y4"
14'-14 11� 4
MM
Tile Mural of Aspen Trees, Public Art
x 4'-4" Mural
4"x -i" Stone Sill
South Bay Ovortzite
Fasten to wall w/'ss ins, Typ.
(submit stone sompic--s)
Molding/\/eneer Gast Stone
m
cr �9
d Podacorpvs Hedge
�– Bench 14'-3/8„ N Bench
t..
y
to
ne
n w S
8 CMU Golum /
\/enner, Rubble Pattern
to Match Building Unit Stone subgrode material shall be placed and compacted in layers
Venner, Use SE Stone Anchors e I of thickness that can be compacted to a density of 15Y (+/- 2)
of maximum density as determined by aashto t -qui or astm d 6qe
}
i
I NOTE: ALL CEDAR TO BE
ELEVATION ROUGH SAWN SELECT
5GALE
i -
MASONRY
-
STRUCTURAL NOTES
GENERAL:
REINFORCED MASONRY WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
i_�/4 ii
ALL WORK HAS BEEN DESIGNED AND SHALL CONFORM TO THE MINIMUM
SPECIFICATIONS FOR MASONRY STRUCTURES, ACI -530.1 AND ALL APPLICABLE
REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE. ALL CODES REFERENCED
LOCAL CODES.
HEREIN SHALL BE PER THE CURRENT FBC REQUIREMENT. WIND PRESSURES PER
ASCE-7-10 USING V=170MPH, EXPOSUP.E'B', OPEN/OTHER STRUCTURES (SOLID
i00,
16'
SIGNS. MASONRY WALLS, MASONRY COLUMNS. TRELLIS, SIGN LETTERS, STONE
MASONRY UNITS ARE TO BE STANDARD WEIGHT LOAD BEARING UNITS
4
i
8" G.M.U.
SILLS).
LAY UP IN RUNNING BOND. MASONRY UNITS SHALL HAVE A MINIMUM
t
l
COMPRESSIVE STRENGTH F'm = 1,5100 PSI,
THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT,
'.' Irk
I I ,}�
❑
❑ '. III'
DESIGN AND EXTENT OF THE WORK AND ARE PARTLY DIAGRAMMATIC.
CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90
����
�2 Imo❑
❑
i
io
THEY ARE NOT INTENDED TO BE SCALED FOR ROUGHING -IN
"STANDARD SPECIFICATION FOR HOLLOW LOAD-BEARING CONCRETE
}}O
�'
O _
I
t
ai
MEASUREMENTS, OR TO SERVE AS SHOP DRAWINGS OR PORTIONS
MASONRY UNITS" AND SHALL BE Gr ADE N, TYPE 11.
i
❑i�
�� (�
��-� -.
IJU
LJ IJ
l Lj
.._. -
j lJ
. _ --
... -
I LJ IJ I
- . - _ _ _
LJ
A.
THEREOF.
MORTAR SHALL COMP LY WITH AST 0 C270 AND SHALL BE TYPE M OR S
il,
❑�
I®�OF
IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS,
MADE FROM MASONRY CEMENT WiTH A MINIMUM COMPRESSIVE STRENGTH
''!
SPECIFICATIONS OR OTHER DOCUMENTS, THE CONTRACTOR SHALL
2,000 PSI.
i i Sr'9
NOTIFY THE LANDSCAPE ARCHITECT IN WRITING OF SUCH OMISSIONS OR ERRORS
i
PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION.
GROUT SHALL COMPLY WITH ASTM 0476 AND HAVE A MINIMUM 28 DAY
8" G.M.U.
COMPRESSIVE STRENGTH OF 3,00" PSI. SLUMP SHALL NOT BE LESS THAN 8"
i I
S�
THE CONTRACTOR SHALL PERFORM ALL WORK IN A SAFE MANNER. THE
NOR MORE THAN 10".
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY
i
CONDITIONS ENCOUNTERED WHiCH MIGHT ENDANGER THE STABILITY OF OR
PLACE GROUT IN 4'-0" LIFTS. GROUT SHALL BE CONSOLIDATED BETWEEN LIFTS
1:2"
CAUSE DISTRESS TO THE STRUCTURE-
BY RODDING, PUDDLING, OR MECHANICAL VIBRATION.
'
THE CONTRACTOR SHALL USE THE S`RUC I URAL DRAWINGS TOGETHER
` O�� • � ,
WITH THE ARCHITECTURAL, MEGHANIGAL, AND ELECTRICAL DRAWINGS
PLACE CONTROL JOINTS AT THE FOLLOWING LOCATIONS U.N.O.
TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES,
a. SPACING NOT TO EXCEED 25'-0"
ell G.M.U.
j �1
OPENINGS, REGLETS, BOLT SETTING, SLEEVES, DIMENSIONS, ETC.
b. AT CONSTRUCTION JOINTS, RECESSES, CHANGES IN WALL HEIGHTS.
/ �
POTENTIAL CONFLICTS SHALL BE TRANSMITTED TO THE
//�� }� I G }�'
6-B �L-J- t I J G T I O I `I
ARCHITECTiENGINEER BEFORE PROCEEDING WITH THE WORK.
PROVIDE HORIZONTAL REINFORCING CONSISTING OF 8 Ga LONGITUDINAL
V
AND 9 Ga. CROSS RODS AT 16" O.C. (8" O.C. BELOW FINISH FLOOR AND
nWIRES
GALE - %q•" = I' -O"
GROUND FLOOR AND FOUNDATION NOTES
IN PARAPET) DUR-O-WAL LADUR TYPE MEDIUM OR EQUIVALENT). PROVIDE
HORIZONTAL REINFORCEMENT IN FIRST AND SECOND BED JOINTS ABOVE
!'
ALL FOOTING DESIGNED TO BEAR ON COMPACTED SOIL, WITH A
AND BELOW OPENINGS, EXTENDING 24" MINIMUM OR TO THE END OF WALL.
MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF, BASED ON A
INTERRUPT HORIZONTAL REINFORCEMENT AT CONTROL JOINTS AND
SOILS REPORT BY OTHERS.
EXPANSION JOINTS.
SUB GRADE PREPARATION SHALL BE PER THE GEOTECHNICAL
ALL WALLS SHALL BE BRACED UNTIL THE STRUCTURE IS FULLY
ENGINEER.
INSTALLED AND COMPLETED.
SUBGRADE MATERIAL SHALL BE PLACED AND COMPACTED IN LAYERS
OF THICKNESS THAT CAN BE COMPACTED TO A DENSITY OF 95% (+/- 2)
OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 OR ASTM D 698.
BRACING
I
THE FRAME SHALL BE BUILT TRUE AND PLUMB AND TEMPORARY BRACING
'
REINFORCED CONCRETE
SHALL BE INTRODUCED WHEREVER NECESSARY TO TAKE CARE OF ALL LOADS
TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING EQUIPMENT AND
OPERATION OF SAME. SUCH BRACING SHALL BE THE RESPONSIBILITY OF
MINIMUM COMPRESSIVE STRENGTH OF CONCRETE (F'c) AT THE END OF 28
THE GENERAL CONTRACTOR AND SHALL BE LEFT IN PLACE AS LONG AS
DAYS, SHALL BE OF 3,000 PSI.
REQUIRED FOR SAFETY.
q-#5 �/ert. w/ std. #5 Dowel a each corner ce i l
/ td ele") d ree hook
ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS AND
SHORING
j46le
4
B0yynton Beach, FL
LENNAR
730 NW 107th Avenue Suite300
Miami, FL 33172
Tel: 305 559 1951, Ext. 2504
Urban
Associates, Inc.
LC# LC0000268
Site Planning
Landscape Architecture
Sustainable Site Design
Water Efficient Irrigation Design
Plan Approvals
9671 Aloe Road
Boynton Beach, FL 33436
Tel: (561) 734-8586
Fax (561) 734-8510
uainc@bellsouth.net
www.uainc-landscapearch.com
110 deree hook w s eg RECOMMENDATIONS OF ACI 301 "SPECIFICATION FOR STRUCTURAL
Grovt Pi l i cells C�rovt fill .
24" max. o.c. (Provide inspection hole) CONCRETE FOR BUILDINGS". CONCRETE TO BE A MIX DESIGNED IN FORMS AND SHORES FOR CONCRETE COLUMNS AND BEAMS SHALL BE DESIGNED
2-#5 Rebar horizontal (P 14" ACCORDANCE WITH ASTM C94, AND AS INDICATED IN THE SPECIFICATION. TO WITHSTAND THE DEAD LOAD OF CONCRETE AND THE CUMULATIVE LOADS Revisions
6-#5 Rebar horizontal o •G • A CERTIFICATE OF MANUFACTURER'S MIX AND STRENGTH IS TO BE OF SUPPORTING FLOOR SLABS.
-- - ___ __ _ _ _ ___ PROVIDED. NO WATER TO BE ADDED AFTER TRUCK LEAVES PLANT APRiL 24 2013 - LENNAR
11 F �177 TT F-1111 T WiTHOUT APPROVAL OF LANDSCAPE ARCHITECT OR PLANT ENGINEER. THE SYSTEM OF SHORING IS SUBJECT TO INSPECTION BY THE STRUCTURAL
clearance from all faces. ---�--1j--- I--`� --I --- 1-1 �1,-4i�4„ I--- --lt ___1.____4_-_G PLANT CONTROL IS REQUIRED. MAXIMUM MIX TiME AT POINT OF DEPOSIT IS 90 ENGINEER, OR HIS REPRESENTATIVE. August 6, 2013 Add & Revise
Maintain 3' _ s---- --- i i i I I I I MINUTES. structural Notes
I
L DESIGN AND CONSTRUCTION OFFORMWORK AND SHORING SHALL COMPLY WITH
L__1___L__J_ _1___i1 _ _ 1 li_____1_L_____U---__L__- 11-_-1_ _1--_L__J_ _1___1 THE A.C.I. 318-95 BUILDING CODE AND BE ENTIRELY THE RESPONSE
------
_ _ _ _ (— —I — I — I — ( _ I I — I I — I— — - CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE BILITY OF THE GENERAL CONTRACTOR.
— t -- — -- -- —�-------------------I �_---------------- SLUMP AT THE POINT OF DISCHARGE SHALL BE3"TO5".
---- ---- I 11 IT I' I
ALL
11 ( 1I I (I iIII SHORING DRAWINGS TO BE PROVIDED BY GENERAL CONTRACTOR AND SH Sheet Title
-I---�_- -�- r--_- - 4---- 1,
-- + T -Ti- �' -� -} BE SIGNED AND SEALED BY A LANDSCAPE ARCHITECT REGISTERED IN
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATE ALL THE STATE OF FLORIDA.
I I I I 1 I (---I I I I I I I I I i OPENINGS, CHASES, SLEEVES, AND ITEMS TO BE EMBEDDED IN CONCRETE. PUBLIC T
r Tr 1 I F 1 I r r 1 I 1 2-#5 Rebar horizontal ® 14" REPORT ANY DISCREPANCIES OR CONFLICTS TO THE LANDSCAPE ARCHITECT. FEATURE DETAIL
• 4-#g Rebar each way (tip,)
+---�--H---�---�•�--�--�_ I �---�--�-�---�--�-'1--�— O.G.
- REINFORCING STEEL Drawn By LU
\ 4 #5 Rebar contlnvous /
/� ALL REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE
GRADE NEW BILLET STEEL CONFORMING TO CURRENT REQUIREMENTS OF Checked By LU
ASTM A615, GRADE 60 (U.O.N.), FREE FROM OIL, LOOSE SCALE AND LOOSE
4-#5 Rebar each way (typ.) �(/\ \ �/ \// RUST AND BENT, LAPPED, PLACED, SUPPORTED AND FASTENED Date JULY 24 2007
ACCORDING TO THE "ACI DETAILING MANUAL" (SP -66) AND THE
\i C_C ���O�-}�� }� 1�"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318).
O' I `iDETAIL SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW. � � Job. No. 42113
AU -1 SCALE - Y4"= I' -o° ; _ �, � �� �� � ��
: 2, D1
#5 Dowe I ® each corner cell REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS. (SEE ACI 318,
Scale As noted
#5 Dowel a each corner se, i i
w/ std. 10 degree hook. w/ std. 1C degree hook. SECTION 7.7. FOR CONDITIONS NOT NOTED.)
Groat fill.
fon hole)(Provide inspection hole) FOOTING: 3" BOTTOM, 2" TOP Sheet Number
C�rovt fill.
(Provide inspect
=A
SLABS ON SMOOTH, LEVEL SURFACE 1 Yz"+°'""'"r,."` AD=1
CONCRETE EXPOSED TO WEATHER: 2" `
STIRRUPS & TIES: 1-1/2" yit',
w @:2015 Urban Associates,,,_
ALL STEEL SHALL BE SECURELY HELD IN PLACE DURING POURING OF a r'
CONCRETE. IF REQUIRED, ADDITIONAL BARS SHALL BE PROVIDED BY THE Aspen Glen, Boynton Beach, Florida
GENERAL CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS.
HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS t
4
MAY BE SHOWN ON WALL SECTION & SHALL BE
DUR-O-WALL OR MFR EQ.
— --- -
i STONE GAF
SOUTH BAY QUARTZITE GAP
SPLIT FACE W/ CHISEL GUT ENDS
Simpson HTS20 Twist Strap. MORTAR IN FLAGE, PITCH TO DRAIN
® 5ach Beam/joist Corinect ion, I
Install per Code I$
Cast in place Gone. w/
manufactures instructions. #5 each way (mid depth)
All strapping and fasteners to ;
be ZMAX coated or 55, use SSIOd 2 ,�
Fasteners as supplied by Simpson
4"X12" S I ct C dor Barns
Simpson STHID SS Strop Tie Holdown.
Install per Code $ manufactures
instructions. Isolate Select Cedar '
�� � ` � i j � #8 Ladder point reinforcement �
Caulk T boom from concrete cap w/ PVC 21-211 _
r Silicons >I.w _.i i s I ro" O.G. Max. spacing vertical, mid)
Clea Typ. washers, Y4" min. i
�� , (Typ. all columns) �
re, Sill I s , ca w/ ! ,4"X-711 Sto r ..
Gast In place cone. p 1 I i
SOUTH BA`l' OL)APTZIT _ B #5 each way (mid depth)
8" CMU Column ."� l� � GMU w/ STONE VENEER �
s .. , _.�---- �, RUBBLE PATTERN TO MATCH
Fasten to wail w/"5s
pins, Ty. �' Form. a %2" crest � the center on column
#5 Rowe I ® each corner ce I I w/ std. 1 j
submit samples) to shed water $ V\ioterproof concroto L i BUILDING UNITS
( p �i0 degree hook. USE 55 STONE ANCHORS
. _. M �.., ent ® gout f i I I . =:� ,� _il j f� � ,�{ 3" WIDTH ALLOWANCE
8 GMU Column #8 Ladder joint reinforcement _ (Provide inspo<- tion hole)
O.C. Max. spacing vertical,
F1N H
(Typ. all columns)
��!� �� GRr41;)E
�1 "X -l" Stone SiII._.il _'al
SOUTH B.'i' G2UATZIT 1 i� ;It 5/8" Textured Stucco Finish Ii i.G_" _ ii f
ns r. f_... t _,lll (}paint color to be seluted)
ss I l #� i�ebar vert. in corner ce I
Fasten to wc111 w/; p y i i� T
f i grout filled.
(submit samples) Min,proved inspection hal
24' op ( e e)
iI Cl gar Silicone Gau lk, TyP % JI. — il_�:___,. It .
li � li
,
�
Goncre e
oat '
ng
GMU w/STONE VENEER otta e TreIIis, PVC Vinyl BO"wX&&"hX2"d
LE PATTERN TO MATCH ach largecolumn -#5 Rebar each
way (typ.)
%U3BT
BUILrIN(5 UNITS-
USE
NITSUSE
55 STONE ANCHORS III EI a a I i z P d Bas e
b
3" WI DTH ALLONANCE £ .. # . �.
ire b -\/ort. or in corner c e
grout filled.
lap._.(provide inspection holo)
fit 1 I' #5 Rebar wort. in corner w/ — _
SECT I ON
ndard �O degree, hook --IN
i-� s to g —
;- Min. 24' lap I
a
5GALE - /2
,
i
!HV
FINISH
S L-= L--/ T I MO
MO RTAR 1 t -i IN
Yv/ CinI7GL vv, �,� I
PLACE/TOLLED 1-1 R JOINTS
5GAL Y2u Iii 0 ii
l.n
12 x a GONG. GAP W/ 2 #5 /
MOLD I NG =
CAST STONE _
TILE MURAL OF ASPEN Will
`TREES PUBLIC ART N
12" GMU WALL w/ _
5 - #5 VERT
IN GROUT - FILLED CELLS
#8 LADDER JOINT REINFORCEMENT @ 5/5" TEXTURED 5TUC00
la" O.G. MAXIMUM SPAGIN6 VERTICAL, FPDXY PRIME AND PAINT
#5 DOWEL, LAP 24" MIN. COLOR TO BE SELECTED
tV
MOLDING
(' (" CAST STONE
Finish 2� „
N
_r
FOOTING W/
4#5, 60NT.
4 5 TAN5. BOTTOM
t'P•c�V ibt- 5" GLEARANGE ALL FACES
S
ECT I ON _ tIJE)L I C/ ART BALL
5/8" Textured Stucco Finish
(Paint color to be selected)
Cottaeo Trellis as found on s imp lyarbors.com,
F\/C, Vinyl 50 "wX&C "hX2 "d
Two (2) each large column
Fasten each trellis to column vi/six (ro)
Hi Iti-H I"2"X4" bolt head sl Bove anchor.
Provide Y4" spacer consisting of stacked 5.S.
washers betwoen stucco finish $ trellis.
Stone Veneer
corner stones
e�4�Boyynton Beach, FL
LENNAR
730 NW 107th Avenue Suite300
Miami, FL 33172
Tel: 305 559 1951, Ext. 2504
Urban
Associates. Inc.
LC# LC0000268
Site Planning
Landscape Architecture
Sustainable Site Design
Water Efficient Irrigation Design
Plan Approvals
9671 Aloe Road
Boynton Beach, FL 33436
Tel: (561) 734-8586
Fax (561) 734-8510
uainc@bellsouth.net -
www.uainc-landscapearch.com
o �•.
rnw' ,
Revisions
Textured Stucco Finish
APRIL 24, 2013 -LENNAR
(on back side of large columns)
August 6, 2013 Add & Revise
(Point
color to be selected)
FINISH
Structural Notes
GRAD
Sheet Title
ELE\/.
= LAR67E COLUMN
(bark)
PUBLIC ART
=11=O11
SCALE - %211=11=011
FEATURE DETAIL
Drawn By LU
8'-6"
Checked By LU
.7,-6„
ol
2x4 select cedar slates spaced 2 apart
Date JULY 24, 2007
4"
6' o.c. 2
fasten to Joist w/ 2-#10 - 5 Y:2" 5.5. deck screws
Job. No. 37086
Appiy two (2) coots of Clear Sealer
(P each joist, pre -drill holes to prevent splitting.
to ail trellis components prior to assembly.:
3' �„J�
Scale As noted
Apply two (2) coats of clear sealer
f
to ail cut surfaces.
s�r
Sheet Number
AD=2
Provide 3/4" notch
in joist to fit over beam.
==-
select cedar Beams Joist
4"X12"
@:2o]5 Urban Assoctates,i�
-
Aspen Glen, Boynton Beach, Florida
ELEVATION -SECTION COD TRELLIS
AD -1
SGAL - 3/g" i �_o„'•
. �j
TRACT E
NOTE:
LANDSCAPE AND FEATURE UP LIGHTING SHALL BE CONTROLLED
BY kTIME CLOCK.
ELECTRICAL CIRCUITRY PLAN, RISER DIAGRAM OF THE SERVICE,
,PANEL, CONDUCTORS, GROUNDING, PANEL SCHEDULE
SHOWING CIRCUIT BREAKERS, WIRE SIZES AND BRANCH
CIRCUIT LOADS BY OTHERS.
ALL LIGHTING FIXTURES& EQUIPMENT SHALL BE UL -APPROVED
& CERTIFIED FOR OUTDOOR INSTALLATION
A
Y
BULLET FLOOD LIGHT (FOR LARGE PALMS)
100 WATT FLOOD LAMP, 120 V METAL HALIDE BULLET
WITH LENSE, EXTENSION SHROD, AND ADJUSTABLE ARM
DIRECT BURIAL BALLAST,
FIXTURES TO BE MOUNTED ON COMMERCIAL PEDESTAL
LIGHT FIXTURE COLOR DARK BRONZE, PAINT PEDESTAL TO MATCH
LIGHT FIXTURES SHALL BE PROFESSIONAL SERIES
LAMP COLOR TEMPERATURE TO BE 3,000 K
B
SMALL BULLET HOUSING LIGHT (FOR SMALL PALMS)
70 WATT MH FLOOD LAMP, 120 V METAL HALIDE BULLET
WITH LENSE, EXTENSION SHROD AND ADJUSTABLE ARM
DIRECT BURIAL BALLAST
FIXTURES TO BE MOUNTED ON COMMERCIAL PEDESTAL
LIGHT FIXTURE COLOR DARK BRONZE, PAINT PEDESTAL TO MATCH
LIGHT FIXTURES SHALL BE PROFESSIONAL SERIES
LAMP COLOR TEMPERATURE TO BE 3,000 K
c
FEATURE LIGHT
LIGHT FIXTURE SHALL BE 48" WATERPROOF, # WP2F032C-12OVE
FLUORESCENT FLOOD LIGHT Wt PVC HOUSING, COLOR DARK BRONZE
AS MANUFACTURED BY "KELSEY-KANE LIGHTING MFG. CO. OF FT. LAUDERDALE
FL. TEL. # 800-444-3187. FIXTURE TO BE LOCATED 4' FROM FACE OF FEATURE,
PROVIDE 3000 K LAMPS, OPERATING AMPS -.49 PER FIXTURE
STREET LIGHT (See plans prepared by others)
/ I
Bench
C
i
r FEATURE
al of Aspen Trees
Irellis Wail
-e, up lights
Bench
I
I n
a
II
25 24 I�
I ..
G
N
Scal 1"=40'
0 20 40 80 160
Location Map
Boynton Beach, FL
LENNAR
730 NW 107th Avenue Suite300
Miami, FL 33172
Tel: 305 559 1951, Ext. 2504
Urban
Associates, Inc.
LC# LC0000268
Site Planning
Landscape Architecture
Sustainable Site Design
Water Efficient Irrigation Design
Plan Approvals
9671 Aloe Road
Boynton Beach, FL 33436
Tel -(561) 734-8586
Fax (561) 734-8510
uainc@bellsouth.net
www.uainc-landscapearch.com
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Revisions
SEPTEMBER 22, 2006
OCTOBER 12, 2006 SIDEWALKS
OCTOBER 15, 2007 WATER UE
NOV. 28, 2007 WATER UE
Aug. 6, 2013 - LENNAR
Sheet Title
LANDSCAPE LIGHTING
LOCATION PLAN
Drawn By LU
Checked By LU
J Date
JULY 18, 2006
[.._ . Job. No.
37086
Scale 1 40'00"
Sheet Number
LT -1
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Aspen Glen, Boynton Beach, Florida
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