HomeMy WebLinkAboutBid #06-06-03 Town Center Park Entry SignSLES
TOWN CENTER PARK
ENTRY SIGN
MAY 2006
LOCATION MAP
SECTION 11, TWP. 52 S, RNG. 42 E
N.T.S.
Calvin, Gbrdaw-`*Assoeiates,.1nc.
rn®ers Surveyom . Plamers
1800 Eller Drive Suite 600
Fort Lauderdale, Florida 33316
954.921.7781 954.92.1, 8807 fax
Certificate of Authorization 514
CITY COMMISSION
MAYOR:
VICE MAYOR:
COMMISSIONER:
COMMISSIONER:
COMMISSIONER:
NORMAN S. EDELC�'P
ROSLYN BREZIN
GERRY GOODMAN
DANNY IGLESIAS
LEWIS TRACER
CALL 48 HOURS BEFORE YOU DIG IN FLORIDA
1 -800- 432 -4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
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BIDDING PURPOSES ONLY
PRELIMINARY
NOT FOR CONSTRUCTION
CGA PROJECT No.: 05 -5504
FILE No.; 055564— L— COVER,dwg
IN 6 1/2■ 1"
10"
N
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�E�
�► COLUMN AND SIGN WALL
Kc (4) #5 REBAR CONT.
u ARK
TUGGO: SMOOTH FIN15H
a � * cp COLOR. TO BE APPROVED BY CITY
* (COLOR RANGE - WHITE)
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5 1/2" X 8 1/2" CONC. GAP BEAM ctry 'OF FE O� ►�� EEBBING I' -2"
E "
WITH 1/2" SMOOTH STUCCO FIN15H COLOR: BRONZE
FONT: HELVETICA
I' -4"
24 "X 24" BRONZE MOUNTING: PIN MOUNTED
I
W- 14/2" CITY SEAL 5UBMIT COLOR AND
#5 REBAR O Ib" O.G. AND AT An MATERIAL SAMPLE TO LAND50APE ARCHITECT
I EACH END IN CONC. FILLED FOR APPROVAL
CELLS
BRONZE LETTERING
1/2" SMOOTH STUCCO FINISH ON ALL
EXPOSED SURFACES OF SIGN WALL
F.G. O TOP OF PAVERS
#5 X 1' -0" L DOWELS O 16" O.G.,
(ALTERNATE TAILS)
all CMU
LAP SPLICE 48 BAR DIAMETERS
SIGN ELEVATION f
op
i
23' - *2'
F.G. O TOP OF PAVERS
RISER - SEE DETAIL
j
2" SAND SETTINC BED (4) #5 REBAR CONT, O BOTTOM
Y2" SMOOTH STUCCO FIN15H SIGN SECTION COLUMN; SECTION
2' -b" X 1' -O" GONG. FTC. NEW SIGN
8" GMU SEE DETAIL I SEE DETAIL 4
�/. ... +_ .. s .
"r - - J&.11. Z.. • - - -
COMPACTED SUBGRADE
TO lqe% PROCTOR
CITY SEAL "LETTERING PIN MOUNTE W
ON ALL `
� w „
2'-W2■
�o�INC T • t -- in
(4) #5 REBAR CONT. — -
'I
12" X 13 1/2" GONG. GAP BEAM
SMOOTH STUCCO FIN15H
1/2" SMOOTH STUCCO FINISH ON ALL
EXPOSED SURFACES OF SIGN WALL — 3_6. NEW LIGHT FIXTURE BY
•'. r f 2 -3/8" X 8" (ROWLOCK COURSE) 4 "X 8" (RUNNING BOND) ' LUMA50APE LIGHTING IND.
4 "X8 "X8" 501-10 CMU EDGE GONG. UNIT PAVER BY PAVER INFILL CONG. UNIT PAVER MODEL #: L5343- 21- B- I- Y- "I- N- 4- HT- L5840K
MODULE COLOR: E -5 (CHARCOAL) BY PAVER MODULE HUMAN TOUGH LEN5E #: L584cl
COLOR-E-4 (BROWN) INSTALL PER MANUFACTURER'S RECOMMENDATIONS
SOW METAL HALIDE MAXIMUM
4 8X8 "X8" S(XV CMU SIGN -PLAN VIEW
ftw* t •t
SECTION VIEW ELEVATION VIEW
t ' •t' : (UNDER STUCCO)
1/2" SMOOTH STUCCO FINISH ON ALL
LAP SPLICE 48BAR DIAMETERS EXPOSED 5URFAGE9 OF SIGN WALL i�2' 8■ 3�4" 40
G
F.. • TOP OF PAVERS
AND COLUMN
t Y2" 2" (2) #5 REBAR5 IN CONCRETE
2" SAND SETTI BED (4) *5 REBAR CONT. O BOTTOM ly2' 4 FILLED COLUMN
• ' 2' -8" X 1' -0" GONG. FTG OF
NJ
t .a• ' CALL 48 HOURS BEFORE YOU DIG IN FLORIDA
\ \\5 REBAR • 12 O.G. O
T, 4 "x8 "x8" SOLID OW ( $ �� �� ,, . •' •' • , ' \� TOM, 3" GUAR
TYPICAL D p
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IT'S THE LAW!.,,.-
/ I < 1-000-432-4770
MPAGTED SUOWWADE ,,,.,,..,. ,:.,.,.... .:,. 4,
foo g 85i5 PROCTOR
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
1Y2 < I < 4
42 2"
4■ 8.
PRELIMI.NA
COLUMN - SECTION / ELEVATION COLUMN - PLAN VIEW
B�al�c 1' t
. �► �..♦ NOT F(J"13" CONSTRUCTION
GESWIE'0 MD AITROWD: SO1l.E SHEET
GATE 2/1/06 CITY OF SUNNY ISLES BEACH MICHAELCONNERL.A. AS NOTED
oRnwrl cc�► ,, fL�VIljm —
DATE z /,/� 1 �� � $�� TOWN CENTER PARK SIGN DETAILS "°
.Fort Lauderdale, Florida 93310 2
cKEO 2 /i /� Phone; 964.1.'1781 >sr►>z1.e0o�' ENTRY SIGN FlLE
GATE By NO GATE REVISIQN 5
F
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\ \� \\
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f' , %• • " ' ' ; ..
• :, . +
\ \/ 05 REBAR O 12" O.G. ®
�`\� BOTTOM, 3" CLEAR,
,� TYPICAL
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COMPACTED SUBGRADE
TO lqe% PROCTOR
CITY SEAL "LETTERING PIN MOUNTE W
ON ALL `
� w „
2'-W2■
�o�INC T • t -- in
(4) #5 REBAR CONT. — -
'I
12" X 13 1/2" GONG. GAP BEAM
SMOOTH STUCCO FIN15H
1/2" SMOOTH STUCCO FINISH ON ALL
EXPOSED SURFACES OF SIGN WALL — 3_6. NEW LIGHT FIXTURE BY
•'. r f 2 -3/8" X 8" (ROWLOCK COURSE) 4 "X 8" (RUNNING BOND) ' LUMA50APE LIGHTING IND.
4 "X8 "X8" 501-10 CMU EDGE GONG. UNIT PAVER BY PAVER INFILL CONG. UNIT PAVER MODEL #: L5343- 21- B- I- Y- "I- N- 4- HT- L5840K
MODULE COLOR: E -5 (CHARCOAL) BY PAVER MODULE HUMAN TOUGH LEN5E #: L584cl
COLOR-E-4 (BROWN) INSTALL PER MANUFACTURER'S RECOMMENDATIONS
SOW METAL HALIDE MAXIMUM
4 8X8 "X8" S(XV CMU SIGN -PLAN VIEW
ftw* t •t
SECTION VIEW ELEVATION VIEW
t ' •t' : (UNDER STUCCO)
1/2" SMOOTH STUCCO FINISH ON ALL
LAP SPLICE 48BAR DIAMETERS EXPOSED 5URFAGE9 OF SIGN WALL i�2' 8■ 3�4" 40
G
F.. • TOP OF PAVERS
AND COLUMN
t Y2" 2" (2) #5 REBAR5 IN CONCRETE
2" SAND SETTI BED (4) *5 REBAR CONT. O BOTTOM ly2' 4 FILLED COLUMN
• ' 2' -8" X 1' -0" GONG. FTG OF
NJ
t .a• ' CALL 48 HOURS BEFORE YOU DIG IN FLORIDA
\ \\5 REBAR • 12 O.G. O
T, 4 "x8 "x8" SOLID OW ( $ �� �� ,, . •' •' • , ' \� TOM, 3" GUAR
TYPICAL D p
\`\
�` L 1 < G
IT'S THE LAW!.,,.-
/ I < 1-000-432-4770
MPAGTED SUOWWADE ,,,.,,..,. ,:.,.,.... .:,. 4,
foo g 85i5 PROCTOR
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
1Y2 < I < 4
42 2"
4■ 8.
PRELIMI.NA
COLUMN - SECTION / ELEVATION COLUMN - PLAN VIEW
B�al�c 1' t
. �► �..♦ NOT F(J"13" CONSTRUCTION
GESWIE'0 MD AITROWD: SO1l.E SHEET
GATE 2/1/06 CITY OF SUNNY ISLES BEACH MICHAELCONNERL.A. AS NOTED
oRnwrl cc�► ,, fL�VIljm —
DATE z /,/� 1 �� � $�� TOWN CENTER PARK SIGN DETAILS "°
.Fort Lauderdale, Florida 93310 2
cKEO 2 /i /� Phone; 964.1.'1781 >sr►>z1.e0o�' ENTRY SIGN FlLE
GATE By NO GATE REVISIQN 5
F
4 VIEW
PLANT BED
L A'XK GOUR5E GONGRETE Y PAVE
tw" Y/ SAND PT JOINTS
;W'qAND!qyePT LL CNCRETE "�UT PAVER
JOINTS
SETTING BED
�',•'%� ♦i♦ i•'.: 111,1► ♦ ♦i •
ON
PROPOSED SIGN WALL
PAV R E AT WALL
�- COMPACTED
TO 01695 PROC
ABOVE ROOT
8" X 8" CONCRETE
CONTINUOUS AROLA
OF PAVEMENT
*RAVE
R, UNLE55
EDGE CONCRETE UNIT PAVER -
ROWLOCK COURSE W/ SAND SWEPT' .JOINTS
WILL CONCRETE 1"T PAVER -
RUNNING BOND W/ SAND SWEPT JOINTS
ZD
2" SAND SETTING BED
GENERAL SIGN NOTES=
THE PROP05ED 51GN5 SHALL MATCH
THE EXISTING ENTRY SIGNS.
ALL STUCCO SAMPLES, ALUMINUM FINISHES,
PAVER SAMPLES, PAINT COLOR SAMPLES, AND
FONT SAMPLES OF SPECIFIED LETTERS SHALL
BE PROVIDED FOR REVIEW AND APPROVAL BY
THE PROJECT LANDSCAPE ARCHITECT PRIOR
TO INITIALIZING THAT PORTION OF THE WORK.
CONTRACTOR SHALL VERIFY ALL CONDITIONS
AND DIMEN510145 IN THE FIELD AND NOTIFY
DESIGNER OF ANY DISCREPANCIES.
EXP05ED METAL SHALL BE SANDED AND SURFACED
SUITABLY PREPARED FOR FINISHING BY ETCHING
IF APPLICABLE, AND APPLICATION OF A PRIMER
FORMULATED FOR THE TYPE OF METAL SPECIFIED.
IE.... -ZING CHROMATE FOR ALUMINUM.
METAL SIGN COMPONENTS SHALL BE FINISHED
WITH A SYNTHETIC EXTERIOR SOLID COLOR
COATING (ACRYLIC POLYURETHANE OR SILICONE
MODIFIED POLYESTER) APPLIED TO MANUFACTURED
SPECIFICATIONS, IN COLORS NOTED ON DRAWINGS.
PAINT SHALL BE APPLIED BY SPRAYING AND PANELS
SHALL BE SMOOTH, UNIFORM IN COLOR, FREE OF SAGS,
RUNS, BUBBLES, AND OTHER BLEMISHES.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
ANY HARDWARE AND /OR STRUCTURAL COMPONENTS
NOT DEPICTED OR SPECIFIED IN THE DRAHING5
WHICH MAY BE REQUIRED BY LOCAL CODES OR CONDITIONS
OR WHICH IN THE CONTRACTOR'S JUDGMENT, ARE
NECESSARY TO ENSURE STRUCTURAL INTEGRITY,
LONGEVITY AND SAFETY OF SIGNS AND RELATED STRUCTURES.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
ANY ENGINEERING SERVICES AND DRAWINGS WHICH
MAY BE REQUIRED TO OBTAIN PERMITS, INCLUDING
STRUCTURAL DESIGN OF FOOTINGS, MASONRY BASES
AND WALL ELEMENTS, STEEL INTERNAL REINFORCEMENT,
INTERNAL FRAMING AND ILLUMINATION (WHERE APPLICABLE).
SHIP TO 51TE AND INSTALL ALL SIGN5 AND
RELATED STRUCTURES AS DELINEATED ON DRAWINGS.
ALL UNIT5 SHALL BE CONSTRUCTED AND INSTALLED
IN A WORKMANLIKE MANNER TO THE HIGHEST STANDARDS
OF THE INDUSTRY. ANY PROP05ED MODIFICATIONS AFFECTING
SIZE, GENERAL CONDITIONS OR APPEARANCE OF ANY SIGN
OR RELATED STRUCTURE SHALL BE APPROVED BY
THE DESIGNERS. CONTRACTOR MAY PROPOSE ALTERNATE
METHODS OF INTERIOR FRAMING OR CONSTRUCTION
DETAILS FOR APPROVAL BY DESIGNERS. SUCH AFFECTED
CHANGES SHALL BE SUBMITTED IN THE FORM OF
SHOP DRAWINGS.
CONTRACTOR SHALL WARRANTEE ALL WORKMANSHIP
AND MATERIALS AGAIN5T 5TRUCTURAL FAILURE, CRACKING
OR SPLITTING AND DETERIORATION OF FINISHES
FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL
COMPLIANCE. (EXCEPT FADING DUE TO ELEMENTS).
SUBJECT TO ANY AGREEMENT TO THE CONTRARY
WITH THE OWNER, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR HIRING, COMPENSATING AND COORDINATING
ALL SUB - CONTRACTORS IN THE VARIOUS TRADES
WHICH MAY BE REQUIRED TO CONSTRUCT THE SIGN
OR ELEMENTS AROUND THE 51GN. ALL WORK BY
SUBCONTRACTORS SHALL BE SATISFACTORILY COMPLETED
IN CONFORMANCE TO THE DRAWINGS AND SPECIFICATIONS,
AND SUPERVISED BY THE GENERAL CONTRACTOR.
ALL PAINT COLORS FOR METAL APPLICATIONS TO BE MATTHEW5
ACRYLIC POLYURETHANE OR M.A.P. NUANCE COLORS. NO
SUBSTITUTIONS SHALL BE ALLOWED UNLESS COLOR
SAMPLES (SHOWN ON MATERIALS SPECIFIED IN THE DETAILS)
ARE SUPPLIED FROM BOTH SOURCES AS A COMPARISON
AND THE G)ARANTEE5 ARE IDENTICAL. ALSO, WRITTEN
CONSENT BY THE LANDSCAPE ARCHITECT FOR ANY SUBSTITUTIONS.
M.A.P. PHONE o1-800- 333 - 65013.
TEXTURED FINISHES,
ALL MANUFACTURED ALUMINUM COMPONENTS SHALL RECEIVE
A MEDIUM TEXTURED FINISH, AIR PRESSURE APPLIED, OVER
PROPERLY DEGREA5ED AND PRIMED SURFACES.
D° D 2 MD0 c" Gk d�ail oci�es, CITY OF SUNNY ISLES BEACH
CGA 1800 6 er Dri� TOWN CENTER PARK
DATE 2/1/ Fort Lauderdale, Florida 39818
CHECKED L MO phone: 864 9817781 Fx 964.981.9907 ENTRY SIGN
OATS 2/i/
PAVER DETAILS AND NOTES
CALL 48 HOURS BEFORE YOU DIG IN FLORIDA
1 -800- 432 -4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
PRELIM jr r A I
NOT FOR CONSTRUCTIC
APPROVED: SCALE SHEEt
MICHAEL. CONNEK L.A. AS _ NOTED
PROJECT No
CAD FILE
F 5
FIF2
-3/8"
I 18N
.
.'
'
Ad
2- 318 "X8" EDGE ROWLOCK
COURSE CONCRETE PAVER
gs �. ,
; •
(MITERED 45 DEGREE
ANGLE FOR RIGHT ANGLE
CORNERS) TYP.
: • '
SAND SWEPT JOINTS
:
TRIM RUNNING BOND BRICK TO
'
MATCH RADIU5 OF EDGE BRICK
4 "X61'
ING • SO
r
NF ILL. PAYE
'
ALIGN BRICK LIKE THE SPOKE5
'.
OF A WHEEL I MINIMIZE JOINT AT
:
THE INSIDE EDGE.
4 VIEW
PLANT BED
L A'XK GOUR5E GONGRETE Y PAVE
tw" Y/ SAND PT JOINTS
;W'qAND!qyePT LL CNCRETE "�UT PAVER
JOINTS
SETTING BED
�',•'%� ♦i♦ i•'.: 111,1► ♦ ♦i •
ON
PROPOSED SIGN WALL
PAV R E AT WALL
�- COMPACTED
TO 01695 PROC
ABOVE ROOT
8" X 8" CONCRETE
CONTINUOUS AROLA
OF PAVEMENT
*RAVE
R, UNLE55
EDGE CONCRETE UNIT PAVER -
ROWLOCK COURSE W/ SAND SWEPT' .JOINTS
WILL CONCRETE 1"T PAVER -
RUNNING BOND W/ SAND SWEPT JOINTS
ZD
2" SAND SETTING BED
GENERAL SIGN NOTES=
THE PROP05ED 51GN5 SHALL MATCH
THE EXISTING ENTRY SIGNS.
ALL STUCCO SAMPLES, ALUMINUM FINISHES,
PAVER SAMPLES, PAINT COLOR SAMPLES, AND
FONT SAMPLES OF SPECIFIED LETTERS SHALL
BE PROVIDED FOR REVIEW AND APPROVAL BY
THE PROJECT LANDSCAPE ARCHITECT PRIOR
TO INITIALIZING THAT PORTION OF THE WORK.
CONTRACTOR SHALL VERIFY ALL CONDITIONS
AND DIMEN510145 IN THE FIELD AND NOTIFY
DESIGNER OF ANY DISCREPANCIES.
EXP05ED METAL SHALL BE SANDED AND SURFACED
SUITABLY PREPARED FOR FINISHING BY ETCHING
IF APPLICABLE, AND APPLICATION OF A PRIMER
FORMULATED FOR THE TYPE OF METAL SPECIFIED.
IE.... -ZING CHROMATE FOR ALUMINUM.
METAL SIGN COMPONENTS SHALL BE FINISHED
WITH A SYNTHETIC EXTERIOR SOLID COLOR
COATING (ACRYLIC POLYURETHANE OR SILICONE
MODIFIED POLYESTER) APPLIED TO MANUFACTURED
SPECIFICATIONS, IN COLORS NOTED ON DRAWINGS.
PAINT SHALL BE APPLIED BY SPRAYING AND PANELS
SHALL BE SMOOTH, UNIFORM IN COLOR, FREE OF SAGS,
RUNS, BUBBLES, AND OTHER BLEMISHES.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
ANY HARDWARE AND /OR STRUCTURAL COMPONENTS
NOT DEPICTED OR SPECIFIED IN THE DRAHING5
WHICH MAY BE REQUIRED BY LOCAL CODES OR CONDITIONS
OR WHICH IN THE CONTRACTOR'S JUDGMENT, ARE
NECESSARY TO ENSURE STRUCTURAL INTEGRITY,
LONGEVITY AND SAFETY OF SIGNS AND RELATED STRUCTURES.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
ANY ENGINEERING SERVICES AND DRAWINGS WHICH
MAY BE REQUIRED TO OBTAIN PERMITS, INCLUDING
STRUCTURAL DESIGN OF FOOTINGS, MASONRY BASES
AND WALL ELEMENTS, STEEL INTERNAL REINFORCEMENT,
INTERNAL FRAMING AND ILLUMINATION (WHERE APPLICABLE).
SHIP TO 51TE AND INSTALL ALL SIGN5 AND
RELATED STRUCTURES AS DELINEATED ON DRAWINGS.
ALL UNIT5 SHALL BE CONSTRUCTED AND INSTALLED
IN A WORKMANLIKE MANNER TO THE HIGHEST STANDARDS
OF THE INDUSTRY. ANY PROP05ED MODIFICATIONS AFFECTING
SIZE, GENERAL CONDITIONS OR APPEARANCE OF ANY SIGN
OR RELATED STRUCTURE SHALL BE APPROVED BY
THE DESIGNERS. CONTRACTOR MAY PROPOSE ALTERNATE
METHODS OF INTERIOR FRAMING OR CONSTRUCTION
DETAILS FOR APPROVAL BY DESIGNERS. SUCH AFFECTED
CHANGES SHALL BE SUBMITTED IN THE FORM OF
SHOP DRAWINGS.
CONTRACTOR SHALL WARRANTEE ALL WORKMANSHIP
AND MATERIALS AGAIN5T 5TRUCTURAL FAILURE, CRACKING
OR SPLITTING AND DETERIORATION OF FINISHES
FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL
COMPLIANCE. (EXCEPT FADING DUE TO ELEMENTS).
SUBJECT TO ANY AGREEMENT TO THE CONTRARY
WITH THE OWNER, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR HIRING, COMPENSATING AND COORDINATING
ALL SUB - CONTRACTORS IN THE VARIOUS TRADES
WHICH MAY BE REQUIRED TO CONSTRUCT THE SIGN
OR ELEMENTS AROUND THE 51GN. ALL WORK BY
SUBCONTRACTORS SHALL BE SATISFACTORILY COMPLETED
IN CONFORMANCE TO THE DRAWINGS AND SPECIFICATIONS,
AND SUPERVISED BY THE GENERAL CONTRACTOR.
ALL PAINT COLORS FOR METAL APPLICATIONS TO BE MATTHEW5
ACRYLIC POLYURETHANE OR M.A.P. NUANCE COLORS. NO
SUBSTITUTIONS SHALL BE ALLOWED UNLESS COLOR
SAMPLES (SHOWN ON MATERIALS SPECIFIED IN THE DETAILS)
ARE SUPPLIED FROM BOTH SOURCES AS A COMPARISON
AND THE G)ARANTEE5 ARE IDENTICAL. ALSO, WRITTEN
CONSENT BY THE LANDSCAPE ARCHITECT FOR ANY SUBSTITUTIONS.
M.A.P. PHONE o1-800- 333 - 65013.
TEXTURED FINISHES,
ALL MANUFACTURED ALUMINUM COMPONENTS SHALL RECEIVE
A MEDIUM TEXTURED FINISH, AIR PRESSURE APPLIED, OVER
PROPERLY DEGREA5ED AND PRIMED SURFACES.
D° D 2 MD0 c" Gk d�ail oci�es, CITY OF SUNNY ISLES BEACH
CGA 1800 6 er Dri� TOWN CENTER PARK
DATE 2/1/ Fort Lauderdale, Florida 39818
CHECKED L MO phone: 864 9817781 Fx 964.981.9907 ENTRY SIGN
OATS 2/i/
PAVER DETAILS AND NOTES
CALL 48 HOURS BEFORE YOU DIG IN FLORIDA
1 -800- 432 -4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
PRELIM jr r A I
NOT FOR CONSTRUCTIC
APPROVED: SCALE SHEEt
MICHAEL. CONNEK L.A. AS _ NOTED
PROJECT No
CAD FILE
F 5
5ET TOP OF ROOT
BALL AT ORIGINAL
PLANTING DEPTH.
5" MULCH LAYER
OVER ENTIRE BED
LTb
DERIVED FROM
SHRUB 5PAGING.
BALL DIAM. —�
i
01
PL- 0ET- I3.DVVG
KEEP MULCH 3"
AWAY FROM PLANT
MATERIAL
3" 5AUGER
BERM
PLANTING 501L
-COMPACTED
EXISTING
SUB6RADE
SHRUB PLANTING DETAI
.... ................
KEEP MULCH 3"
AWA'I' FROM PLANT
MATERIAL
+ « ♦.«
+. «..
. ♦..•
3" MULCH
F
GRADE
BALL DIAM.
L
PLANTING 501L
UNDISTURBED
OR COMPACTED
5UBGRADE
EXCAVATE TO A MIN.
DEPTH OF 12"
02 GROUNDCOVER PLANTING
0.
TOPSOIL
N.T.5.
PRUNE 4 TIE FRONDS
PROTECTIVE TREE
15AN PING S— 2 X A
(IS" LONG), EVENLY
SPACED OVER FOUR
LAYERS OF fIFLAP
PADDING & 61564 TI?
W/ f5ANDIN6.
SUPPORT SrA <,E5 (A
PER PALM) 2— 2 X A
NAILED TOC -ETt EK
NAIL SUPPORr TO
PROrEGTIVE 15ANPING
& REINF. W/ STEEL
6Ti2APPIN6. WGLT
SUPPORT TO LOWER
P05TS. DO NOT
NAIL TO TRUNK.
6" DIAMETER OPEN AREA
TOP OF ROOT PALL 107
ADOVE LAW66APE SOIL
3" APPROVED MJ-&H
6" WERM
FINISH GRADE
60WA6TED 6Up6RADE
SPECIFIED PLANTING SOIL
LOWER P05T5
(A PER PALM) 2 X A'S
IV LON&
0. 1/2 ROOT PALL,
R 15 GREATER
04 PALM STAKING DETAIL
N.T.5. PL —DET —I (.DWG
GENERAL PLANTING NOTES:
ATM TO REMAIN SMALL BE PROTECTED DURING ALL
PMASM. ANY TRM 5 OR 5HRUB5 5CAWM OR DESTROYED
DESIGNATED TO REMAIN NRLL BE REPLACED AT THE CONTRACTORS
=W5E, WITH 51MILAR SPECIES, 51ZE AND QUALITY.
LANDSCAPE CONTRACTOR SMALL CONTACT THE COUNTY, CITY ANDIOK UMUTY COMPANIES
TO LOCATE ALL LMOERIGROUND UTILITIES OR STRUCTURES PRIOR TO DIGGING.
LANDSCAPE CONTRACTOR SHALL REPAIR ALL DAMAGE TO UNDERGROUND LITILITIE5,
AND/OR CONSTRUCTION CAUSED BY UTILITY DAMAGE, AT NO C05T TO THE OWNER.
ALL PLANT MATERIALS SMALL BE GUARANTEED FOR A PERIOD Of 12 MONTHS.
AFTER DATE OF 5MTANTIAL COMPLETION.
LANDSCAPE CONTRACTOR SMALL VERIFY ALL E5TIMATED QUANTITIES OF MATERIAL
GOMPAGTED .`SUbC�RADE
SHOWN ON THE DRAWINGS PRIOR TO SUBMITTING M15 BID. PLANTING PLAN TO
6
TAKE PRECEDENCE OVER PLANT UST.
O.G.
ALL AREAS DISTURBED DURING CONSTRUCTION SMALL BE 5ODDED UNU55
IN.
OTMERIM5E NOTED, If ..... SODDED, PAVED.
5
EX15TING PLANT MATERIAL NOT SHOWN ON THE PLAN AND IN CONFUCT WITH
O.G.
NEW PLANTING SHALL BE EVALUATED AT THE TIME OF NEW PLANTING INSTALLATION
IN.
BY THE LANDSCAPE ARCHITECT.
10
ALL BUILDING CON5TRLICITON MATERIAL AND FOREIGN MATERIAL SMALL BE REMOVED FROM
D.G.
PLANTING AREAS AND REPLACED WITH 8020 MIX FILL 501L OR AS PER 5MTIMCATION5.
ALL ISLANDS IN PARKING LOTS AND AROUND BUILDING5, SKALI. BE EXCAVATED TO A
DETAI4
DEPTH OF 2 -1/2' MIN. AND REPLACED WTfH 8U20 PLANT MIX, OR AS FM 5PECIFICATION5.
12
ALL PLANTING BEDS 4 50DW AREAS SMALL. BE DEVOID OF ALL ROCKS 4 DEBRIS GREATER
N.T.5.
THAN I' DIAMETER, TO A DEPTH OF 2j FOR SHRUB BEDS 4 G' DEPTM FOR SODDED AREAS.
IN.
ALL PLANT MATERIAL 5YMBOL5 SHOWN ON LANDSCAPE PLAN SMALL BE CONSIDERED
15
DIAGRAMMATIC AND SHOULD BE ADJUSTED IN THE MELD BY CONTRACTOR TO AVOID ALL
O.G.
♦ ♦.... ♦•. «..r... ♦....
IN.
ALL 51ZE5 SHOWN FOR PLANT MATERIAL ON THE PLAN ARE TO BE CONSIDERED MINIMUM.
15
ALL PLANT MATERIAL MUST MEET OF EXCEED THESE MINIMUM REQUIREMENTS FOR BOTH
♦ ♦ . ♦ ♦ .. + ♦ • + ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ r
HEIGHT AND SPREAD. ANY OTHER REQUIREMENTS FOR 5PECIMC SHAPE OR EFFECT AS
. ...
NOTED ON THE PLAN SHAD. ALSO BE REQUIRED FOR ACCEPTANCE. ALL TREES TO BE
Z;A
♦+ ♦r+
♦♦ ♦.�♦ ♦+ +
♦•�♦ +
♦♦+•♦++♦++
D.G.
SITE PREPARATION SMALL INCLUDE THE ERADICATION AND REMOVAL OF ANY WEEDS, GRA55,
IN.
CLEAN -UP OF ANY DEAD MATERIAL AND FIN15H GRADING AS PER THE SPECS.
♦�+ +r+ ♦••♦r
THE LANDSCAPE CONTRACTOR SHALL AT ALL TIMES KEEP THE JOB 51TE CLEAN AND FREE
a
FROM ACCUMULATION OF WASTE MATERIAL., DEBRI5, AND RU56I5M.
IN.
♦ + ♦ ♦ + + ♦ ♦ . . ♦ r . ♦ ♦ • + ♦ ♦ ♦ ♦ +
36
II
D.G.
THE ORIGINAL STATE BY THE LANDSCAPE CONTRACTOR AT NO ADDITIONAL C05T TO THE
IN.
OWNER.
SOD PLANT
ALL PLANT MATERIAL TO BE FLORIDA II I OR BETTER AS DEFINED BY THE FLORIDA DEFARTMENT
D.G.
OF AGRICULTURES'C M AND STANDARDS FOR NURSERY PLANTS CURRENT EDITION.
03
ALL GUYING.# STAKING SHAD. BE THE R15PON51DIUTY OF THE LAN=APE CONTRACTOR 4
54
ACCEPTABLE INDUSTRY STAKING METHODS SHALL PREVAIL.
�:
1
IN.
PL— DET -6.DWG
60
IRRIGATION 5Y5TEM SMALL BE AUTOMATIC, DESIGNED TO PROVIDE 100% COVERAGE,
I'
I!
i
i
100% OVERLAP, MINIMIZE APPLICATION OF WATER TO IMPERVIOU5 AREAS AND
IN.
f
i j
j
DATE
PROVIDED AN IRRIGATION DE51GN ON A PLAN TO BE REVIEWED BY LANDSCAPE
ARCHITECT IF NO IRRIGATION PUN 15 PART OF.THE BID SET.
KNl
TOPSOIL
N.T.5.
PRUNE 4 TIE FRONDS
PROTECTIVE TREE
15AN PING S— 2 X A
(IS" LONG), EVENLY
SPACED OVER FOUR
LAYERS OF fIFLAP
PADDING & 61564 TI?
W/ f5ANDIN6.
SUPPORT SrA <,E5 (A
PER PALM) 2— 2 X A
NAILED TOC -ETt EK
NAIL SUPPORr TO
PROrEGTIVE 15ANPING
& REINF. W/ STEEL
6Ti2APPIN6. WGLT
SUPPORT TO LOWER
P05TS. DO NOT
NAIL TO TRUNK.
6" DIAMETER OPEN AREA
TOP OF ROOT PALL 107
ADOVE LAW66APE SOIL
3" APPROVED MJ-&H
6" WERM
FINISH GRADE
60WA6TED 6Up6RADE
SPECIFIED PLANTING SOIL
LOWER P05T5
(A PER PALM) 2 X A'S
IV LON&
0. 1/2 ROOT PALL,
R 15 GREATER
04 PALM STAKING DETAIL
N.T.5. PL —DET —I (.DWG
GENERAL PLANTING NOTES:
ATM TO REMAIN SMALL BE PROTECTED DURING ALL
PMASM. ANY TRM 5 OR 5HRUB5 5CAWM OR DESTROYED
DESIGNATED TO REMAIN NRLL BE REPLACED AT THE CONTRACTORS
=W5E, WITH 51MILAR SPECIES, 51ZE AND QUALITY.
LANDSCAPE CONTRACTOR SMALL CONTACT THE COUNTY, CITY ANDIOK UMUTY COMPANIES
TO LOCATE ALL LMOERIGROUND UTILITIES OR STRUCTURES PRIOR TO DIGGING.
LANDSCAPE CONTRACTOR SHALL REPAIR ALL DAMAGE TO UNDERGROUND LITILITIE5,
AND/OR CONSTRUCTION CAUSED BY UTILITY DAMAGE, AT NO C05T TO THE OWNER.
ALL PLANT MATERIALS SMALL BE GUARANTEED FOR A PERIOD Of 12 MONTHS.
AFTER DATE OF 5MTANTIAL COMPLETION.
LANDSCAPE CONTRACTOR SMALL VERIFY ALL E5TIMATED QUANTITIES OF MATERIAL
GOMPAGTED .`SUbC�RADE
SHOWN ON THE DRAWINGS PRIOR TO SUBMITTING M15 BID. PLANTING PLAN TO
6
TAKE PRECEDENCE OVER PLANT UST.
O.G.
ALL AREAS DISTURBED DURING CONSTRUCTION SMALL BE 5ODDED UNU55
IN.
OTMERIM5E NOTED, If ..... SODDED, PAVED.
5
EX15TING PLANT MATERIAL NOT SHOWN ON THE PLAN AND IN CONFUCT WITH
O.G.
NEW PLANTING SHALL BE EVALUATED AT THE TIME OF NEW PLANTING INSTALLATION
IN.
BY THE LANDSCAPE ARCHITECT.
10
ALL BUILDING CON5TRLICITON MATERIAL AND FOREIGN MATERIAL SMALL BE REMOVED FROM
D.G.
PLANTING AREAS AND REPLACED WITH 8020 MIX FILL 501L OR AS PER 5MTIMCATION5.
ALL ISLANDS IN PARKING LOTS AND AROUND BUILDING5, SKALI. BE EXCAVATED TO A
DETAI4
DEPTH OF 2 -1/2' MIN. AND REPLACED WTfH 8U20 PLANT MIX, OR AS FM 5PECIFICATION5.
12
ALL PLANTING BEDS 4 50DW AREAS SMALL. BE DEVOID OF ALL ROCKS 4 DEBRIS GREATER
N.T.5.
THAN I' DIAMETER, TO A DEPTH OF 2j FOR SHRUB BEDS 4 G' DEPTM FOR SODDED AREAS.
IN.
ALL PLANT MATERIAL 5YMBOL5 SHOWN ON LANDSCAPE PLAN SMALL BE CONSIDERED
15
DIAGRAMMATIC AND SHOULD BE ADJUSTED IN THE MELD BY CONTRACTOR TO AVOID ALL
O.G.
UTILITIES, AND ALL OTHER OBSTRUCTION5.
IN.
ALL 51ZE5 SHOWN FOR PLANT MATERIAL ON THE PLAN ARE TO BE CONSIDERED MINIMUM.
15
ALL PLANT MATERIAL MUST MEET OF EXCEED THESE MINIMUM REQUIREMENTS FOR BOTH
O.G.
HEIGHT AND SPREAD. ANY OTHER REQUIREMENTS FOR 5PECIMC SHAPE OR EFFECT AS
IN,
NOTED ON THE PLAN SHAD. ALSO BE REQUIRED FOR ACCEPTANCE. ALL TREES TO BE
Z;A
SINGLE TRUNKED, UNLE55 OTHERWISE NOTED ON THE PLANS.
D.G.
SITE PREPARATION SMALL INCLUDE THE ERADICATION AND REMOVAL OF ANY WEEDS, GRA55,
IN.
CLEAN -UP OF ANY DEAD MATERIAL AND FIN15H GRADING AS PER THE SPECS.
30
THE LANDSCAPE CONTRACTOR SHALL AT ALL TIMES KEEP THE JOB 51TE CLEAN AND FREE
O.G.
FROM ACCUMULATION OF WASTE MATERIAL., DEBRI5, AND RU56I5M.
IN.
THE LANDSCAPE CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT ALL EXISTING 50D AND
36
IRRIGATION. ANY DAMAGE TO THE SOD OR IRRIGATION SMALL BE REPLACED OR REPAIRED TO
D.G.
THE ORIGINAL STATE BY THE LANDSCAPE CONTRACTOR AT NO ADDITIONAL C05T TO THE
IN.
OWNER.
AS
ALL PLANT MATERIAL TO BE FLORIDA II I OR BETTER AS DEFINED BY THE FLORIDA DEFARTMENT
D.G.
OF AGRICULTURES'C M AND STANDARDS FOR NURSERY PLANTS CURRENT EDITION.
IN.
ALL GUYING.# STAKING SHAD. BE THE R15PON51DIUTY OF THE LAN=APE CONTRACTOR 4
54
ACCEPTABLE INDUSTRY STAKING METHODS SHALL PREVAIL.
O.G.
MULCH ALL PLANTING AREA5.WITH SHREDDED MELALEUCA MULCH TO A MINIMUM 00" OF 3'.
IN.
ALL PLANTING AREAS WITHIN LIMIT OF WORK SHALL BE 1 0096 FULLY IRRIGATED.
60
IRRIGATION 5Y5TEM SMALL BE AUTOMATIC, DESIGNED TO PROVIDE 100% COVERAGE,
O.G.
100% OVERLAP, MINIMIZE APPLICATION OF WATER TO IMPERVIOU5 AREAS AND
IN.
INCLUDE A RAIN SENSOR. THE IRRIGATION CONTRACTOR AWARDED THE BID SHALL
PROVIDED AN IRRIGATION DE51GN ON A PLAN TO BE REVIEWED BY LANDSCAPE
ARCHITECT IF NO IRRIGATION PUN 15 PART OF.THE BID SET.
Mo Can, "Idrlo it AMOd , hc.
DATE 2/1/
Dw►wN CrA ► 1800 mler Drive, suite Goo
DATE 2/1/ Fort Lauderdale, Florids 99818
CHECKED MD Phone. 954,9&.7781 Fez 954.981.8807
DATE REVroM DATE 2/1/
PLANT SPAGINC-) (A')
ROW SPACING ('f5')
6
IN.
O.G.
5
IN.
O.G.
5
IN.
O.G.
7
IN.
D.G.
10
IN.
D.G.
S—I/2
IN.
O.G.
12
IN.
O.G.
I0—I /2
IN.
O.G.
15
IN.
O.G.
13
IN.
O.G.
15
IN.
O.G.
16
IN,
O.G.
Z;A
IN.
D.G.
21
IN.
O.G.
30
IN.
O.G.
26
IN.
D.G.
36
IN.
D.G.
30
IN.
O.G.
AS
IN.
D.G.
AZ
IN.
O.G.
54
IN.
O.G.
AS
IN.
O.G.
60
IN.
O.G.
54
IN.
0,6.
SQUARE SI
TRIANGULAR SPACING
NOTE:
THE TRIANGULAR? METHOD
15 PREFERRED. USE
SQUARE SPACING ONLY
IN SMALL RECTILINEAR
AREAS.
TYP. PLANT SPACING
PLANT LOCATIONS
TYP. PLANT 5PAGING
TYP. PLANT 5PAGIN6
A5 I ND I GATED ON
CONST. DRAWIN65.
VARIES W/ PLANT
SPECIES, SO THAT
MATURE PLANTS WILL
NOT OVERLAP ONTO
SIDEWALK.
PAVEMENT OR GRASS, FINAL
(5RADE.
TOP OF MULCH TO
BE 1" BELOW PVMN'T.
3" MULCH
EXG VATE TO A MIN.
DEPTH OF 12" 4
BACJKFILL W/ PLANTING
501L..
EX151TING 501L
�O5 R� GEC. /SHRUB SPACING CHART -06 106 R�i6G.C✓SHRUB SPACIN
PLANT LIST
6?TY. I SYM I BOTANICAL NAME I COMMON NAME
PALMS:
13
CC
Chamaedorea
Cat
Field grown; G -8' Ht.x 5' 5prd.
cataractarum
Palm
2
PR
Phoenix
Pygmy Date
Field grown, G -7 Fit.
roebelenu
Palm
SHRUBS & GROUNDCOVERS:
CITY OF SUNNY ISLES BEACH
TOWN CENTER PARK
ENTRY SIGN
PLANT LIST AND
PLANTING DETAILS
LAYOUT
CALL 48 HOURS BEFORE YOU DIG IN FLORIDA
IT'S THE LAW!.. "
1- 800 - 432 -4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
PRELIMINARl'l
NOT FOR
MICHAEL CONNER, L.A.
AS NOTED
PRO,lECT No
CAD nLE
5
C I
OPEN AIR
PAVILLION
I I I
� " I
ii
II I i
II
II I
II
II I
II '
II I I
II
BORE UNDER EX15TING I' I
PAVEMENT FOR SERVICE I I D I
CONDUIT
II I I
II I
I
APPROXIMATE LOCATION OF I I I
EX15TING JUNCTION BOX
R15ER ON BACK OF WALL.
5EE DETAIL /
LAWN 0
r i
/ f
' � ' :. • CONCRCTE
FAVEMENT
_.. _A\. /
F
i• ,- .r, ri.r ay,
17 2ND 5TRF -ET
1
ELECTRICAL FLAN
DESIGNED MD
•
DATE 2/I/O .
DRAWN
DATE 2/1/
I
CHECKED MD
NO DATE RAMS" 81f 00 DATE By DATE 2/I/0IJ
1 11
i
I
'III
[�_AVOID PLAN ROOT 5Y5TEM I I I
WHEN TREN MING FOR CON IT I
I II ;
IIII
I II
I
I
1II-
I
I II
I.
I I III
I i i III
I I IIII
II
I I III
II I
1� III
II
I APPROXIMA LOCATION OF I I I
I 5ERVICE CrikiDUIT I I I I
II Q
II I
II Q I I
II I
'I ; 'III
II a I
II
.... F, z
I OU
I
I I •
. LIGHT FIXTURE5 (5) IN 51GN PAVEMENT
(TYP.). 5EE DETAIL
____ ----
Ca1Mi�, i �IoMOdr , bm
F Mom
1800 011er Drive, Suits 000
Fort Lauderdale, Florida 33310
Phone; 954,981.7781 Fez 954.981.8807
GMU PAVERS 5TAINLE55 FLUSH MOUNTING LID
SAND 5ETTING BED HUMAN TOUGH LEN5E
10.35 " /�
/ MOUNST FLUSH TWI HG AVERS
Ed I I—I I I —I Limmal I-
( -1 I -1 I -1 I —III < — _ LIGHT SOURCE FIXTURE
111 =111 —I I —I I —I .
—I 1 =1 11-111 —I 1- 1 I -11
_m 5TAINLE55 STEEL SLEEVE:
- -111-1 11—) I 1 =1 I 1 =1 ' • 14– EE L5640K PRE - INSTALLATION KIT
—111 =1 I Ed I.1 =111 , • _
II 1 =1 I =1 11�—I 11 —I I
1 I I 1 =1 1 =1 11 =1 1:_ INSITU CONCRETE
— I—I 11=1
11 1 11=1 11—I 11 =1 I I
CAVITY IN CONCRETE
I— III —I � I —I � 1 —I � 1 �'• '
r•
I C I -111 -1 � 1 =1 � 1 =1 • �'', �'
III -1 I I -1 I I -1 I I- 1 -.'�� •.
Imo— III —III -111
18/3 WP GABLE IN RACEWAY
GRANULAR BASE
MATERIAL
FIXTURE DETAIL
LUMASGAPE LIGHTING IND.
CONTACT MUNICIPAL LIGHTING 5Y5TEM INC.
MODEL # L5343- 21- B- 1- Y- -l- N- 4- HT- L5640K
HUMAN TOUGH LEN5E # L564q
INSTALL PER MANUFACTURE'S
RECOMENDATION5
1OW METAL HALIDE MAXIMUM
PLAN VIEW
ELECTRICAL NOTES
i
I.
ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2004
AND NEC, 2002.
2.
PV5 SHALL 'BE 5GHEDULE 40, MINIMUM 18" DEEP EXCEPT 24" UNDER GRADE
WP JUNCTION BOX
DRIVES.
3.
D156ONNECT SHALL BE HEAVY DUTY, NEMA 3R, FUSIBLE.
4.
WIRE SHALL BE- STRANDED THWN, COPPER, 600 VOLT, COLOR
-
—r —
CODED BLACK, WHITE, GREEN.
5.
FOOTING
ALL SPLIGE5 BELOW GRADE SHALL BE EPDXY ENCAPSULATED OR
HEAT SHRINK AND WEATHERPROOF.
6.
AIM ALL FIXTURES FOR MAXIMUM ILLUMINATION ON 51GNS AT NIGHT.
AIM LIGHTS FOR UNIFORM
7.
ALL FASTENINGS SHALL BE STAINLE55 STEEL, HALL'LICGHTING OF PANEL5
8.
ALL BOXE5 SHALL BE WEATHERPROOF.
q.
TIME CLOCK 15 INTERMATIG T173GR - 2 POLE WITH CARRYOVtR. S GTION
10.
CONTACTOR 50 "D" LH -40.
2
DETAIL
8LIIGH�T
I LEG ACTIVE
I LEG SPARE-
-11 1 1M =ll 1
120V -I%
4 #10- 31400.
TO JB IN PAVILLION
AT SE CORNER
APPROXIMATELY 15(
31 R81,,13ESR DETAIL
CITY OF SUNNY ISLES BEACH
TOWN CENTER PARK
ENTRY SIGN
PHOTOCELL
WP TIME CLOCK
2 20 T G WP
30 C J
#10
5/8" x 10' GROUND ROD
L
3 #12- 112 "G.
WP
_ J I_
TO 5 LIGHTS
R15ER - MOUNTED ON REAR OF 516N WALL
ARRANGE FOR: PHOTOCELL "ON"
TIME GLOGK "OFF"
LIGHTING /ELECTRICAL
PLAN AND DETAILS
CALL 48 HOURS BEFORE YOU DIG IN FLORIDA
IT'S THE LAW!.0we"
1 -800 -432 -4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
NORMAN BRAY. P.E.
I AS NOTED I
PROJECT No
CAD FILE
5
5