HomeMy WebLinkAboutR-2023-135 Approving Site Plan Application (SP091-22) for Starlife Group LLC at 20 SW 15th St.TITLESHEET NO.
PROJECT No. 22-0715DESIGN DATE: August 2022
COVER SHEET
PAVING, GRADING AND DRAINAGE PLAN
WATER AND SEWER PLAN
PAVEMENT MARKINGS AND SIGNAGE PLAN
GENERAL NOTES
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
BCTED PAVEMENT MARKINGS AND SIGNS DETAIL
BCTED GROUND SIGN ASSEMBLY DETAILS
BCTED STOP SIGN AND STREET IDENTIFICATION
ASSEMBLY TYPICAL DETAILS
STORMWATER POLLUTION PREVENTION PLAN
STORMWATER POLLUTION NOTES & DETAILS
STORMWATER POLLUTION NOTES & DETAILS
C-0
C-1
C-1A
C-1B
C-2
C-3
C-4
C-5
C-6
C-7
1 OF 1
1 OF 1
1 OF 1
C-8
C-9
C-10
GGB Engineering, Inc.GGB
VILLAS AT DANIA BEACH
FL, 33004
NORTH
20 SW 15 ST, DANIA BEACH
LEGAL DESCRIPTION:
LOT 8, BLOCK 44 OF "NORTH HOLLYWOOD",
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN
PLAT BOOK 4, PAGE ( 1 OF THE PUBLIC RECORDS OF
BROWARD COUNTY, FLORIDA AS PER SURVEY DATED
JULY 24, 2014 BY B & B LAND SURVEYORS, INC.)
APPROVALS
AGENCY APPROVAL
DATE
PERMIT
NUMBER
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1"=10'
C-1SHEET
DATE:SCALE:
PROJECT NO.
DESIGNED BY: DRAWN BY:
G.G.B.
08/31/22
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TOS=9.79 NAVD
D
C SWALE RESTORATION
FOR THE LENGHT OF
PROPERTY W/ 6"
SODDED SWALE
NEW 6" THICK
SIDEWALK
ACROSS
DRIVEWAY
SAW CUT &
MATCH EX.
ELEV.
C
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MATCH
EX. E.O.P.
SW 15TH ST.8'
C SWALE RESTORATION
FOR THE LENGTH OF PROPERTY
7' WIDE -4" THICK
CONCRETE S/W MAX.
2% CROSS SLOPE AND
6" THICK @ DRIVES
7'
LANDSCAPE
BUILDING
TOS=9.79NAVD
8'-6"
2%
MAX
PR
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MATCH
EX. ELEV.
1'
TYPE 'D'
CURB
BUILDING
TOS=9.79NAVD
GRADE
POINT SLOPE
24'
4"
18
"
4"1-1/2" TYPE S-3 A/C
8" LIMEROCK BASE
12" COMPACTED SUBGRADE
TO 98% DENSITY PER AASHTO
T-180 SPECS.
L
LANDS-
CAPE
DRIVEWAY
GRAPHIC SCALE
NORTH
C REAR YARD SWALEL
L
AA
B B
MATCH
EX. ELEV.
C REAR
YARD SWALEL
PR
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BUILDING
TOS=9.79NAVD
9"
D
D
MATCH
EX. E.O.P.
BUILDING
TOS=9.79NAVD
9"
4:1
MAX
9.00
8.29
4:1
MAX
4:1
MAX
(SWALE)
4:1
MAX
4:1
MAX
6"
S
W
A
L
E
MILL &
RESURFACE EX.
PAVEMENT
PROP. STORM
DRAINAGE WELL #1
R.E.=9.00
I.E.=1.50 N&S
8" NYLOPLAST
FIELD DRAIN
G.E.=7.25
I.E.=1.50 N
4:1
MAX6"
S
W
A
L
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4:1
MAX
SIGHT
TRIANGLE
(TYP.)
BOSS=4.20
TOWM=3.20
TYPE "D" CURB INLET
G.E.=8.00
I.E.=1.50 S&E
4"RWL
TYPE "D" CURB
INLET
G.E.=8.35
I.E.=1.50 S&E
MATCH
EX.
ELEV.
8.16
8.26 8.40
8.30
9.75 9.75 9.75 9.75
9.75
4"
9.60 9.75 9.60
4"4"4"
9.32
9.40 9.60 9.40
9.32
9.75
9.32
9.40
9.60 9.609.75
FL
U
S
H
FL
U
S
H
9.60
9.75
8.90 D
9.32
9.40
8.90
D
10 LF -
8" HDPE
53 LF -
15" HDPE 5 LF -
15" HDPE
4" CONCRETE SIDEWALK
60 LF - 15" PERF. HDPE
IN 4'x4' EXFIL. TRENCH
EXISTING
ALLEY
4'
2%MAX
SLOPE
5' ACCESS EASEMENT
PR
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5' ACCESS
EASEMENT
5' ACCESS
EASEMENT
TYPE "D" MH
G.E.=8.50
I.E.=1.50 W
1.50 S-PRB
5 LF -
15" HDPE
TYPE "D" MH
G.E.=8.25
I.E.=1.50 E&W
1.50 N-PRB
60 LF - 12" PERF. HDPE
IN EXFIL. TRENCH
26 LF -
15" HDPE
SAW-CUT
AND MATCHEX. SW
(TO REMAIN)
2'x12' STOP
BAR
SAW-CUT
AND MATCH
E
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MATCH
EXIST.
ELEV.
DRIVE
PR
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S.W.15TH ST
1-1/2" TYPE S-3 A/C OVER
8" MIN. LIMEROCK BASE
OVER 12" COMPACTED SUBGRADE
(98% DENSITY)
1%MIN 2%
SLOPE
GRADE
POINT
7' CONCRETE
S/W
DRIVE
3'
1%MIN
ADA RAMP PER
FDOT STANDARD
PLANS INDEX 522-002
STOP
SIGN
8.20 8.30
(6"THICK)
NOTE:
EXISTING SPEED HUMP SHALL REMAIN IN PLACE UNTIL THE CONSTRUCTION OF THE
DEVELOPMENT HAS BEEN COMPLETED, THEN AT THE OWNER'S EXPENSE, THE NEW SPEED
HUMP SHALL BE RECONSTRUCTED AS SHOWN ON THESE PLANS.
SPEED HUMP
SHALL NOT
ENCROACH
DRIVEWAY
RELOCATE
EXISTING
LIGHT POLE
6" THICK CONCRETE
OVER 12" COMPACTED
SUBGRADE (98% DENSITY)
R=
5
'
5'
PROPOSED SPEED HUMP
LOCATION PER FIELD
MEETING WITH CITY
REPRESENTATIVE. FINAL
LOCATION MAY BE
DETERMINE BY CITY OF
DANIA BEACH.
25'25'
50' ROW
C SWALEL
6'
1%MIN
2
"
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C-1ASHEET
DATE:SCALE:
PROJECT NO.
DESIGNED BY: DRAWN BY:
G.G.B.
08/31/22
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22-0715
TOS=9.79 NAVD
P
6"x6"
WYE
6"x6"
WYE6" COTG
I.E.=5.70
6" COTG
I.E.=4.90
112 LF - 6"
PVC S.S. @
1.00% SLOPE
23 LF - 6"
PVC S.S.@
1.00% SLOPE
8"X6" WYE
I.E.=4.30
PROP. 6"X4"
TAPPING SLEEVE
& 4" GATE VALVE
PROP. (4) 2"
WATER METER
W/ 2" RPZ
6"x6"
WYE
GRAPHIC SCALE
NORTH
PP
P P
BOSS=4.20
TOWM=3.20
FH
FH
PROP. 6"X6"
TAPPING SLEEVE
& 6" GATE VALVE
PROP. 6"X4"
TAPPING SLEEVE
& 4" GATE VALVE
F.D.C.
4" DOUBLE
DETECTOR
CHECK VALVE
ASSEMBLY
FOR
CONTINUATION,
SEE PLUMBING
PLANS
EX. CONCRETE
WALK TO REMAIN
NEW 7' SIDEWALK
The following is a typical installation of a speed hump within the unincorporated area of Broward
County.
1. The speed hump shall be twenty-four (24) feet in length for the width of the roadway (typically
twenty-four (24) feet), with the following characteristics:
a. Height of three (3) inches
b. Twelve (12) foot flat top
c. Six (6) foot transitions on both the near & far sides
d. Eighteen (18) inch transitions on both curb sides
2. Key cut twenty-four (24) inches on both the near & far sides with twelve (12) inches next to
speed hump and twelve inches underneath, for a depth of one and a half (1 ½) inches.
3. Key cut twelve (12) inches on both curb side edges, underneath the speed hump, for a depth of
one and a half (1 ½) inches.
4. Pavement markings shall be in accordance with the Manual on Uniform Traffic Control Devices
(MUTCD) Figure 3B-30 Option “A”.
a. For each direction of travel, install two (2) Chevrons, one (1) foot white pavement
marking, spaced one (1) foot apart for a length of six (6) feet centered on the travel
lane, placed on the transition only.
b. Six (6) inch white thermoplastic edge line to be replaced along side of the speed hump,
if this edge line previously existed.
c. Centerline to be replaced based on BCTED Pavement Marking Policy:
i. Either a six (6) inch single yellow in thermoplastic as a ten (10) / thirty (30) skip line; or
ii. Six (6) inch double yellow solid line in thermoplastic.
Other information:
1. All speed humps shall be installed in two (2) lifts of S3 asphalt.
2. Tack coat to be applied prior to laying the S3 asphalt.
3. An approved Maintenance of Traffic Plan shall be established for each speed hump installation.
4. Installation shall be in compliance with the FDOT Standards Specifications for Road and Bridge
Construction 2010.
17'-7"
14'
PAVEMENT
RESTORATION
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C-1BSHEET
DATE:SCALE:
PROJECT NO.
DESIGNED BY: DRAWN BY:
G.G.B.
08/31/22
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GRAPHIC SCALE
NORTH
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(TYP.)Z
(TYP.)
W
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C-2SHEET
DATE:SCALE:
PROJECT NO.
DESIGNED BY: DRAWN BY:
G.G.B.
08/31/22
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C-3SHEET
DATE:SCALE:
PROJECT NO.
DESIGNED BY: DRAWN BY:
G.G.B.
08/31/22
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C-4SHEET
DATE:SCALE:
PROJECT NO.
DESIGNED BY: DRAWN BY:
G.G.B.
08/31/22
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C-5SHEET
DATE:SCALE:
PROJECT NO.
DESIGNED BY: DRAWN BY:
G.G.B.
08/31/22
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C-6SHEET
DATE:SCALE:
PROJECT NO.
DESIGNED BY: DRAWN BY:
G.G.B.
08/31/22
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C-7SHEET
DATE:SCALE:
PROJECT NO.
DESIGNED BY: DRAWN BY:
G.G.B.
08/31/22
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ST
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1"=10'
C-8SHEET
DATE:SCALE:
PROJECT NO.
DESIGNED BY: DRAWN BY:
G.G.B.
08/31/22
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LEGEND
DENOTES WINDROW AND SILT SCREEN
ALONG PROPERTY LINE DURING
CONSTRUCTION OF GRADING AND DRAINAGE
20'x50'X6" ENTRY DRIVE
FLORIDA #1 WASHED STONE
ON TOP OF FILTER FABRIC WINDOW AND
SILT SCREEN
WINDOW AND
SILT SCREEN
WINDOW AND
SILT SCREEN
WINDOW AND
SILT SCREEN
NOTE:
ALL PROPOSED AND OR EXISTING INLETS
TO BE PROTECTED FROM INFLATION
ST
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N.T.S.
C-9SHEET
DATE:SCALE:
PROJECT NO.
DESIGNED BY: DRAWN BY:
G.G.B.
08/31/22
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N.T.S.
C-10SHEET
DATE:SCALE:
PROJECT NO.
DESIGNED BY: DRAWN BY:
G.G.B.
08/31/22
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J.A.
22-0715
NOTES YELLOW/YELLOW RPM DETAILS
MEDIAN NOSE PAINT DETAILS
PAINTED MEDIAN DETAILS
EDGE LINE DETAILS
CHEVRON DETAILS - CROSSWALK AREAS AND IN FRONT OF CURB RAMPS
STREET NAME BLADE DETAILS
TYPE IV SEPARATOR DETIALS
6'-10' SKIP DETAILS
2'-4' SKIP DETAILS
1' OC, 1' MIN TO CROSSWALK
DIRECTION OF TRAVEL
DIRECTION OF TRAVEL
6" SOLID WHITE OR YELLOW
CENTERLINE EDGE OF PAVEMENT
2"
REFLECTIVE YELLOW PAINT2"
YELLOW/YELLOW RPM's
6" SOLID YELLOW
6" - 12"
TYPE "F"CURB AND GUTTER
RAISED SEPARATOR GRASS MEDIAN GRASS MEDIAN
REFLECTIVEYELLOW REFLECTIVEYELLOW REFLECTIVEYELLOW
RADIUSPOINT
POINT OFCURVE DIRECTION OF TRAVEL
DIRECTION OF TRAVEL
WHITE/RED RPM's
8" SOLID WHITE18" SOLID WHITE
(SEE FDOT INDEX NO. 17346FOR SPACING OF CHEVRONS)
6' - 10' SKIPS 6" WHITE SHALL BE USED FOR THE FOLLOWING CONDITIONS:
·TRANSITIONS AT ALL LEFT AND RIGHT TURN LANES
2' - 4' SKIPS 6" WHITE SHALL BE USED FOR THE FOLLOWING CONDITIONS:
·RADIUS GUIDE LINES BETWEEN DUAL LEFTS TURN MOVEMENT (90' RADIUS PREFERRED OR AS NOTED ON PLANS)
·BUS BAY TRANSITIONS
DIRECTION OF TRAVEL
DIRECTION OF TRAVEL
18" SOLID YELLOW
YELLOW/YELLOW RPM's
6" SOLID DOUBLE YELLOW
3
24" SOLID WHITE
4' MIN.(ONLY WHERE SINGLE
RAMPS PERMITTED)
1
2
5
4'(TYP.)
9
9
DROP LANE LENGTH TABLE
SPEED MIN.PREFERRED
DISTANCE DISTANCE(MPH)
30-35 MPH
40-45 MPH
400'600'
600'800'
"RIGHT LANE MUST TURN RIGHT"
SIGN (R3-7R) TO BE PLACED AT
FIRST "ONLY" MESSAGE. ADDITONAL
R3-7 SIGNS SHALL BE PLACED AT
ALTERNATING "ONLY" MESSAGES.
25'
15'
8" SOLID WHITE
100' MAX.SPACING
25'
25'
1 2
36'
8'
50' MIN.
8'
32'
6" SOLID WHITE
2
7
STORAGE
15'25'
*ARROWS PER FDOT - CENTERED
100'-250'
TRANSITION>100'
DRIVEWAY
100 MAX.
8" SOLID WHITE(DUAL LEFT)
6" SOLID WHITE
6" SOLID WHITE
WHITE/RED RPM'SAT 20' O.C.
WHITE/RED RPM'SAT 40' O.C.
VARIES
25'
6" DOUBLE YELLOW
4' MIN. - 30' MAX.NO SIDEWALK
6" SOLID YELLOW 6" WHITE
30'10'4 9 9
DEDICATED STREET
60'50' MIN.36'
32'
6" SOLID WHITE
100' TRANSITION
DIRECTIONAL ARROWS REQUIRED TABLE
DISTANCE ARROWS REQ'D
100' OR LESS
101'-149'
1 ARROW
150'-200'
2 ARROWS
3 ARROWS
SIDEWALK
6
2
7
8
8
TWO WAY LEFT TURN LANE
6" WHITE
25'
SEE FDOT INDEX NO. 711-001 FORPLACEMENT OF CROSSHATCHING.
6" SOLID WHITE
18" SOLID WHITE
(R3-7R)
R1-1
R1-1
D-3
6
R1-1
D-3
R1-1
R3-5R (30"x36")ORFTP-55R-06 (24"x30")
3
5
4'
6" SOLID YELLOW
6" 10' - 30'YELLOW SKIP
3
12'
8'
30' RADIUS MIN.
24" SOLID WHITE
*ONE ADDITIONAL ARROW FOR EACHADDITIONAL 100' OF STORAGE
TYPE "F" SEPARATOR, 4'-6'
6' - 10' SKIP6" YELLOW
WHITE/RED RPM'S
15'25'150' STORAGE
200' STORAGETRANSITION LENGTHVARIES
25'15'
15'
YELLOW/ YELLOWRPM'S AT 40' O. C.
50' - 6" SOLIDDOUBLE YELLOW
8" SOLID WHITE WITHWHITE/RED RPM'S
4'
RADIUSPOINT
RADIUSPOINT
12" SOLID WHITE
9
10' MIN.
32' MIN.36' PREFERRED VARIES
SIDEWALK SIDEWALK
SIDEWALK
4'
1 4 7
2 5 8
3 6
9
1' OC
LEGEND
6" WHITE, 3'- 9' SKIPS
24" SOLID WHITE
SPECIAL EMPHASISMARKINGS
R3-5R (30"x36")ORFTP-55R-06 (24"x30")
SPECIAL EMPHASIS CROSSWALK MARKINGS NOTES
* DO NOT PAINT BRICK PAVERS
STOP SIGN NOTE
YELLOW PAINT
YELLOW PAINT
REFLECTIVEYELLOW
SEE BCTED STOP SIGN AND STREET IDENTIFICATION ASSEMBLY
TYPICAL DETAILS.
WHITE
8
8
REVISIONS
DATE DESCRIPTION
PUBLIC WORKS DEPARTMENTTRAFFIC ENGINEERING DIVISION PAVEMENT MARKINGS
AND SIGNS
DETAILSDRAWN BY: STEPHON RAMOUTAR
DESIGN BY: CARMELO CARATOZZOLO, P.E.
CHECKED BY: CARMELO CARATOZZOLO, P.E.
SHEET
NO.
1 OF 1
SCALE: NTS11-24-2020 UPDATED NOTES
05-06-2022 UPDATED NOTES
04-14-2021 UPDATED NOTES
6 PVC
6 DIP
UNK
PVC
UNK DIP
12 PVC
2
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8
VCP
8 VCP 8
V
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8 VCP
8 VCP
8
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SW 15TH ST
SW 14TH ST
S
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5
SW
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SE 15TH ST
SE 14TH ST
Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community, Esri, HERE, Garmin, (c) OpenStreetMap contributors
-8921727
-8921727
-8921544
-8921544
30
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Date: 7/1/2022
0 40 80 120 16020
Feet
1 inch = 37.5 feet
20 SW 15th St
Dania Beach Utility Atlas
Sanitary Sewer Lift Stations
Sanitary Sewer Force Main
Sanitary Sewer Manholes
Sanitary Sewer Gravity Pipe
Sanitary Sewer System Valve
Sanitary Sewer Fitting
Potable Water Hydrants
Potable Water System Valves
Potable Water Fittings
Abandoned Potable Water Main
Potable Water Main
SWManhole
DBswInlet
SWPipe
!(
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20 SW 15th St, Dania Beach
µPublic Services Department
City of Dania Beach
Requested by:
Dincer Ozaydin
Public Services Deputy Director City of Dania Beach
Mayra Jimenez Project Architect
Architecture LLC
Reviewed by:
Processed by: Maria Magnolia Dominguez
GIS Technician City of Dania Beach
Source: 2022 Dania Beach Utility Atlas Dania Beach
Darren Greene
Manager Public Works & Utilities
Date: 7/1/2022
MASTER PLANT LIST
KEY PLANT NAME SPECIFICATION QUANTITY
BAHIA PASPALUM NOTATUM
ARGENTINE BAHIA GRASS SEED
QTY TO BE DERTMINED BY
CINTRACTOR
CAS3 CRINUM ASIATICUM
CRINUM LILLY,
QUEEN EMMA PURPLE
36"X 30" O.A. 5 PPP MIN.
HIGH DROUGHT TOLERANCE
3
CIR CHRYSOBALANUS ICACO
COCtOPLUM HEDGE
24" X 24" 24" O.C.
NATIVE
MEDIUM DROUGHT TOLERANCE
9
FM3 FICUS MICROCARPA
GREEN ISLAND FICUS
12" X 15" SPR. 16" - 18" OC.
MEDIUM DROUGHT TOLERANCE
32
HP3 HAMEILIA VIRGINIANA
FIRE BUSH
24"X 24" 24" OC
NATIVE
MEDIUM DROUGHT TOLERANCE
30
MS1 MIMOSA STRIGILLOSA
SUNSHINE MIMOSA
POWDERPUFF
4" X 6" 6"-8" O.C.
NATIVE
MEDIUM DROUGHT TOLERANCE
550
SOD ST. AUGUSTINE FLORITAM
ADD AND REPLACE AS NEEDED
CONTRACTOR TO VERIFY QTY
FOR AREAS MISSING OR IN POOR
CONDITION
WF POLYPODIUM SCOLOPENDRIA
WARTY FERN
8" X 8" FULL, 12" O.C.
MEDIUM DROUGHT TOLERANCE 80
MASTER PLANT LIST
KEY PLANT NAME SPECIFICATION QUANTITY
SP3 SABAL PALMETTO
CABBAGE PALM
10’-14’ CT SMOOTH TRUNKS
10” DBH. MIN. NATIVE
HIGH DROUGHT TOLERANCE
4
CES14 CONOCARPUS ERECTA
SERECIUS SILVER
BUTTONWOOD
14'-16' X 6' SPR, 2" DBH. 5' CT
NATIVE
HIGH DROUGHT TOLERANCE
3
IC14 ILEX CASSINE
DAHOON HOLLY
14' X 6' SPR. 5' CT. 2" DBH.
MIX FEMALE/MALE
NATIVE
HIGH DROUGHT TOLERANCE
5
F.F.E:9.79 NAVD
B.F.E :N/A
F.F.E:9.79 NAVD
B.F.E :N/A
F.F.E:9.79 NAVD
B.F.E :N/A
F.F.E:9.79 NAVD
B.F.E :N/A
WM
WM
WM
WM
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135.87'
135.84'
60
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xqc;LOT 9, BLOCK 44
"NORTH HOLLYWOOD" (PB.4-
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xqc;LOT 7, BLOCK 44
"NORTH HOLLYWOOD" (PB.4-
PG.1)
10
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EXISTING 1 STORY CBS
RESIDENCE
NBHD-RES
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ZONED SFED-MU
24'DRIVEWAY
SB
BALCONY L.
42
0
.
0
8
'
S.W 2ND AVENUE
UNIT 1 UNIT 2 UNIT 3 UNIT 4
3 STORY
ASPHALT
3 STORY3 STORY3 STORY
BA
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SE
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MULTI-TENANT
MAIL & PACKAGE
DROP BOXES
5'
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5'
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DR
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PROPOSED
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25'A.E.
FIRST PARKING SPACE
TYPE D CURB TYPE D CURB TYPE D CURB
12
6
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LINE OF EXISTING COMMERCIAL BLG
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FOOT PRINT :514 SQ
FOOT PRINT:505 SQ
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:
REVISIONS:
DATE DRAWN: 1/17/23
SHEET NO.
SHEET TITLE:
LANDSCAPE
PLAN
L-1
SEAL:
SCALE: 1"=10'
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A
AN D S C A P E ARC
H
IT
E
C
T
No. LA-6666695
STATE OF
E
J
S LMC
F
OL I DR A
ESEAL:A M
C
U
R
L
of-3N O R T H
20
S
W
1
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SUNSHINE STATE ONE CALL OF FLORIDA, INC.
IT'S THE LAW!
CALL 48 HOURS BEFORE YOU DIG IN FLORIDA
1-800-432-4770
DRC: 4/18/23
4/18/23
4/18/23
4/18/23
5/28/23
DRC: 5/28/23
EXISTING OVER HEAD
ELECTRIC
6'
HP3
30
CES14
3
(STREET TREES)
SOD
IC14
1
(NVUA)
SP3
4 (STREET TREES)
WF
80
IC14
4 (NVUA)
SOD
CAS3
3
SOD
FM3
14
FM3
18
CIR
9
SOD
MS1
550
EXISTING OVER HEAD
ELECTRIC
SIGHT VISIBILITY TRIANGLES
TYP. BOTH SIDES
MAINTAIN LANDSCAPE MATERIALS
UNDER 30" AND CLEAR
ZONE UP TO 8'-0"
PROVIDE PEA GRAVEL
3" DEPTH FOR LENGTH OF
12" WIDE BUFFER
PROP. LINE
CITY OF DANIA
LANDSCAPE CALCULATIONS
NET LOT AREA: 8,148 SF.
ZONING: SFED-MU
PERVIOUS AREA REQUIRED = 1,240 SF. (15%)
PERVIOUS AREA PROVIDED: 1,240 SF.
INTERIOR LANDCAPE AREA FOR VUA (Sec 275-140)
VUA = 4,467 SF.
NON VEHICULAR OPEN SPACE = 1,240 SF.
(1) TREE AND (10) SHRUBS PER 2,000 SF
REQUIRED = 2 TREES 7 SHRUBS
PROVIDED = 5 TREES + 7 SHRUBS
CANOPY TREES REQ. = 4 (40%) 14' HT. 2" DBH. 4.5' CT
PROVIDED =4
INTERMEDIATE TREES REQ. = 2 (30%) 12'HT. 2" DBH. 4' CT.
PROVIDED= 2
SMALL TREES REQ. = 1 (10%) 10' HT. 1.5" DBH. 3' CT.
PROVIDED = 1
NATIVES TREES/SHRUBS (Sec.275-60) 50%
REQUIRED = 5 TREES (50%) / 4 SHRUBS (50%)
PROVIDED = 8 TREES + 4 PALMS / SHRUBS AND GROUND COVERS = 589
STREET TREES (Sec. 307-20)
SW 15th St. SOUTH: 1 TREE PER 20 L.F. (UNDER POWER LINES)
60/20 REQUIRED = 3
PROVIDED = 3
SOUTH ALLEY WAY (1) SABAL PALMS PER 15 LF. 60/15
REQUIRED = 4
PROVIDED = 4
ADJ TO ABUTTING PROPERTY
EAST : 1 TREE PER 40 L.F.
136/40 REQUIRED = N/A (ACCESS EASEMENT)
TOTAL TREES REQUIRED =9
TOTAL TREES PROVIDED = 12
NOTES:
CONTRACTOR SHALL DO OWN MATERIAL TAKE OFF FROM FROM THE PLANS.
CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR
TO STARTING WORK. ALL TREES/PALMS SHALL MAINTAIN A MIN. 5' SEPARATION.
CONTRACTOR SHALL RE-SOD/MULCH ALL AREAS IN POOR CONDITION OR DAMAGED
BY CONSTRUCTION.
CONTRACTOR SHALL REPLACE ANY EXISTING LANDSCAPE MATERIALS IN POOR CONDITION
OR DAMAGED BY CONSTRUCTION
SUBSTITUTIONS IN PLANTING MATERIALS SHALL BE APPROVED IN WRITTING BY THE
DANIA BEACH CITY ARBORIST PRIOR TO USE.
CONTRACTOR SHALL ADJUST,REPAIR OR REPLACE ANY IRRIGATION EQUIPMENT
DAMAGED BY CONSTRUCTION.
REFER TO SHEET IR-1 FOR IRRIGATION LAYOUT WITHIN LIMITS OF WORK
REFER TO SHEET L-2 FOR EXISTING TREE INFORMATION
REFER TO SHEET L-3 FOR PLANTING DETAILS AND SPECIFICATIONS
NOTES:
CONTRACTOR SHALL DO TAKE OFF FROM PLANTING
PLAN . PLAN SHALL TAKE PRECEDENCE OVER PLANT
LIST IF DISCREPENCIES OCCUR.2
CONTRACTOR SHALL ADHEAR TO ALL LOCAL CODES
AND REQUIREMENTS.
CONTRACTOR SHALL REVIEW CIVIL AND UTILITY PLANS
PRIOR TO INSTALLATION OF MATERIALS. CONTRACTOR
SHALL CONTACT LANDSCAPE ARCHITECT IF CONFLICTS
ARISE THAT CAN NOT BE FIELD ADJUSTED.
CONTRACTOR SHALL REFER TO SHEET L-3 FOR ALL
PLANTING DETAILS AND SPECIFICATIONS.
A PRE-CONSTRUCTION MEETING WITH THE DANIA BEACH CITY
LANDSCAPE CONSULTANT IS REQUIRED PRIOR TO LANDSCAPE
ACTIVITY INCLUDING THE REMOVAL OF TREES OR INSTALLATION
OF PLANT MATERIAL. CONTACT DANIA BEACH COMMUNITY
DEVELOPMENT DEPT. 954-624-6805 A MIN. 5 DAYS PRIOR TO
DESIRED START DATE TO SCHEDULE MEETING.
ZONING DATA LEGEND
FLOOD ZONE
SITE DESCRIPTION:
BASE FLOOD ELEVATION
ZONING DISTRICT
GENERAL:
BUILDING FOOTPRINT
X
N/A
SFED-MU
1,950 SQ.FT (0.044 ACRES) (23%)
ZONING PROPOSED USE 3 STORY MULTI-FAMILY RESIDENTIAL BUILDING
( 4 APARTMENTS UNITS )
MIXED USE RESIDENTIAL/COMMERCIAL
6 STORIES & MAX 70'BUILDING HEIGHT:
ADJACENT ZONING/LAND USE
SFED-MUNORTH
SOUTH
EAST
WEST
SFED-MU
SFED-MU
SITE CALCULATIONS:
GROSS LOT AREA 10,118.40 SQ.FT (0.232 ACRES) (100%)
PAVING & WALKS
LANDSCAPE AREA 1,240 SQ.FT (0.028 ACRES) (15%) (MIN. REQUIRED 15%)
PERVIOUS
IMPERVIOUS 6,908 SQ.FT (0.1588 ACRES) (85%)
DENSITY : MAX ALLOWED = PROPOSED
4 DU/0.187 AC
4 DU
CONSTRUCTION TYPE III-A - PROTECTED
WITH ALLOWABLE HEIGHT INCREASE
OF ONE (1) FOOT PER ONE AND
TWO THIRDS (1.66) FEET OF HORIZONTAL
DISTANCE FRO THE ADJACENT RESIDENTIAL
ZONING BOUNDARY
37'
F.A.R MAX. 4.0
OPEN SPACE 6,194 SQ.FT (0.142 ACRES) (76%)
3,978 SQ.FT (0.091 ACRES) (48%)ROOF STRUCTURE COVERAGE
REAR (NORTH)
EAST SIDE
REQ.
FRONT | DOORYARD
0'
SETBACKS:
WEST SIDE
PARKING:REQ: 2 OR MORE BEDROOM UNITS @ 1. 75 SPACES PER D.U
LEVEL 2
CORNER UNITS #1 & #4
LEVEL 1
UNDER A/C - LEVEL 1
UNDER A/C-LEVEL 2
-TOTAL:
-TOTAL:
LEVEL 3
UNDER A/C-LEVEL 3
-TOTAL:
TERRACE
TOTAL UNDER A/C
TOTAL:
PROPOSED
8'-12'
5'
5.6'
21'
PROPOSED:(4)3 BEDROOM UNITS / 2 PARKINGS
MIDDLE UNITS #2 & #3 PROPOSED
LEVEL 2
LEVEL 1
UNDER A/C - LEVEL 1
UNDER A/C-LEVEL 2
-TOTAL:
-TOTAL:
LEVEL 3
UNDER A/C-LEVEL 3
-TOTAL:
TERRACE
TOTAL UNDER A/C
TOTAL:
0'
0'
SEC. 230-40. - MINIMUM FLOOR AREAS FOR DWELLINGS
MULTIFAMILY RESIDENTIAL DWELLINGS SHALL CONTAIN AT LEAST ONE THOUSAND ONE HUNDRED
FIFTY (1,150) SQUARE FEET FOR THREE-BEDROOM UNITS, AND ONE HUNDRED FIFTY (150) SQUARE
FEET FOR EACH ADDITIONAL BEDROOM. DENS THAT ARE SUPPLEMENTAL TO A LIVING ROOM SHALL
COUNT AS BEDROOMS.
MIN. REQUIRED AREA FOR 3 BEDROOMS + DEN =1,300 SQ.FT
MIN. UNDER A/C AREA PROVIDED:1,899 SQ,FT
304 SQ.FT.
979 SQ.FT.
494 SQ.FT.
494 SQ.FT.
695 SQ.FT.
999 SQ.FT.
979 SQ.FT.
2,168SQ.FT.
2,472 SQ.FT.
FRONTAGE 50% MIN. ON BTL LOT FRONTAGE 60'PROPOSED FRONTAGE WIDTH
MIN. 50%: 30'34'
NET LOT AREA 8,148 SQ.FT (0.187 ACRES) (100%)
VEHICULAR AREA 4,467 SQ.FT (0.127 ACRES)
3,386 SQ.FT (0.077 ACRES) (41%)
COMMON AREAS 3,454 SQ.FT (0.077 ACRES) (41%)
MIN. LOT DIMENSIONS SFED-MU APARTMENT MIN. LOT SIZE W=50' X D= 100'
1,240 SQ.FT (0.0285 ACRES) (15%) (MIN. REQUIRED 15%)
bldg sf / net lot sf
11,358 sf/ 8,148 sf =1.40
10,118.40sf x 25u / 43,500sf = 5.81 units
25U PER ACRE
PROPOSED
503 SQ.FT.
503 SQ.FT.
703 SQ.FT.
1,050 SQ.FT.
347 SQ.FT.
2,196 SQ.FT.
2,543 SQ.FT.
990 SQ.FT.
990 SQ.FT.
332 SQ.FT.PARKING
332 SQ.FT.PARKING
9'-12'
SOD TO EDGE
OF ROAD
F.F.E:9.79 NAVD
B.F.E :N/A
F.F.E:9.79 NAVD
B.F.E :N/A
F.F.E:9.79 NAVD
B.F.E :N/A
F.F.E:9.79 NAVD
B.F.E :N/A
1 2 3 4 5 6 7 8
G R G R G R G R
CLCL
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LOT 9, BLOCK 44
"NORTH HOLLYWOOD" (PB.4-
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LOT 7, BLOCK 44
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10
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EXISTING 1 STORY CBS
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1 STORY COMMERCIAL
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24'DRIVEWAY
FRONTAGE SETBACK SB
BALCONY L.
42
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8
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UNIT 1 UNIT 2 UNIT 3 UNIT 4
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5'
5’-0” ACCESS EASEMENT
1
TREE MITIGATION DATA
NON SPECIMEN PALM REMOVED = 1
PALM PROVIDED ON SITE = 1
(SEE SHEET L-1)
1. COCONUT PALM COCOS NUCIFERA 4' CT. 10" DBH. 15'X15' GOOD REMOVE/MIT
EXISTING TREE INVENTORY
TREE NO. COMMON NAME BOTANICAL NAME SIZE DBH. HT. X SPR. COND DISPOSITION
6/26/23
PR
O
J
E
C
T
:
REVISIONS:
DATE DRAWN: 1/17/23
SHEET NO.
SHEET TITLE:
EXISTING TREE
DISPOSITION PLAN
L-2
SEAL:
SCALE: 1"=10'
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A
AN D S C A P E ARC
H
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No. LA-6666695
STATE OF
E
J
S LMC
F
OL I DR A
ESEAL:A M
C
U
R
L
of-3
PLAN KEY
EXISTING PALM TO REMOVE
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SUNSHINE STATE ONE CALL OF FLORIDA, INC.
IT'S THE LAW!
CALL 48 HOURS BEFORE YOU DIG IN FLORIDA
1-800-432-4770
DRC: 4/18/23
DRC: 6/21/23
18
2
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:
REVISIONS:
DATE DRAWN: 1/17/23
SHEET NO.
SHEET TITLE:
LANDSCAPE
DETAILS AND
SPECIFICATIONS
L-3
SEAL:
3
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A
AN D S C A P E ARC
H
IT
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C
T
No. LA-6666695
STATE OF
E
J
S LMC
F
OL I DR A
ESEAL:A M
C
U
RL
of-3
DRC: 4/18/23
TRUNK FLARE OR TOP ROOT
VISIABLE ON SURFACE
ROOT BALL SLIGHTLY
ABOVE GRADE 10% MAXIMUM
ROOT BALL SHALL BE CLEAR OF PLANTINGS
TOP SOIL
COMPACTED
SUBSOIL
3 TIMES ROOT BALL DIAMETER
ROOT BALL DETAIL
NOT TO SCALE
NOTES: PLANTING DEPTH WILL BE DETERMINED
BY THE TREE'S TRUNK FLARE OR THE TOP
SRUFACE ROOT WILL BE VISIBLE ON THE
SURFACE OF THE PLANTING.
REMOVE WIRE BASKETS AND BURLAP PRIOR TO INSTALLATION
COMPLLETELY REMOVE SYNTHETIC BURLAP COVERING MATERIALS
TREE SUPPORT MATERIALS SHALL BE REMOVED FROM EACH TREE ONCE
IT IS ETABLISHED. THIS IS TYPICALLY DONE AFTER SIX MONTHS FOR SHADE TREES
AND ONE YEAR FOR PALMS
TOP OF ROOTBALL SHALL BE
APPROX. 1" ABOVE FINISHED GRADE
TRUNK FLAIR MUST BE VISIBLE ABOVE
GRADE. REMOVE TOP 1/3 OF THE NATURAL
BURLAP AND WIRE BASKET COMPLETELY.
IF WIRE BASKET CAN NOT BE REMOVED DUE
TO ROOT BALL STABLILITY SLICE THE BASKET
TO THE BOTTOM OF THE ROOT BALL ON A MIN OF
4 SIDES.
NOT TO SCALE
SINGLE TRUNK GUYING AND PLANTING DETAIL
FINISH GRADE
TREE
SINGLE DOMINATE LEADER
GOOD STRUCTURE FL. NO. 1 OR BETTER
3" CONT. EARTH BERM WATER BASIN
30" LONG 3/4" PVC
IN HEAVY CLAY SOILS OR WHERE THERE
IS A HARD PAN, AUGER AN 8" HOLE 6'
DEEP OR THROUGH THE HARD PAN.
PLACE ROOTBALL ON THE BOTTOM
OF THE UNDISTRUBED SUB GRADE
SOLID SOIL PEDESTAL
PLANT PIT SHALL BE 2X AS
PLACE SOIL AMENDMENTS (IE. TERRASORB, FERTILIZER TABLETS
IN TOP 8" OF PLANTING SOIL
WIDE AS ROOT BALL AND NO DEEPER
THAN THE HEIGHT OF THE ROOT BALL
6'
-
0
"
8"
+
2'
-
0
"
4"
MI
N
.
3 STRANDS OF 3/4" BIODEGRADABLE ROPE
TIED TO EACH TREE AND SUPPORTED IN THE GROUND
WITH 3-1"X2"X1' BURIED SO TOP IS 1" BELOW GRADE.
3" OF CLEAN MULCH DEPTH IN A 5' DIA. RING
KEPT 6" FROM TRUNK AND STEMS OF ALL VEGETATION
THE USE OF CYPRESS OR RED MULCH IS PROHIBITED
IRRIGATION HEAD AS NEEDED
EXISTING UNDISTURBED SOIL
TILL AND LOOSEN EXISTING SOIL TO A DEPTH
OF 8" IN ALL PLANTING BEDS THEN TILL IN 4" OF PLANTING
SOIL THROUGHOUT.
TILL AND LOOSEN EXISTING SOIL TO A DEPTH
OF 8" WITH A RADIUS OF 5' FROM TRUNK OF TREE
BACKFILL W/ CLEAN 50% SAND/MUCK MIX
FINISH GRADE
2X DIAMETER AT ROOT BALL BASE
3X ROOT BALL DIAMETER
CT
.
SPR.
24" HT. MIN.
VARIES
1/2" BELOW GRADE
GRADE
ROOT BARRIER DETAIL
N.T.S.
ROOT BARRIER
PRODUCT: DEEPROOT UB-24-2 OR EQUAL
ASSEMBLE AND INSTALL PER MANUFACTURER
SPECIFICATIONS
REJECTED. SOD SHALL BE WEED FREE
INSTALLED OVER 2" OF TOP SOIL FREE OF
DEBRIS AND ROCK.
GREATER THAN 1/2" SHALL BE
ANOTHER. SPACES MEASURING
TIGHTLY AGAINST ONE
STRIPS SHALL BE JOINED
STAGGERED MANNER. SOD
SOD SHALL BE LAID IN A
SOD PLANTING DETAIL
NOT TO SCALE
PER PLAN.
O.C. SPACING AS
BACKFILL MIXTURE. PLANTING HOLE SHALL BE
A MIN.OF 2X THE SIZE OF THE ROOT BALL.
EDGE OF ROOT MASS WITH PREPARED
EXISTING SUBSOIL
REMOVE ENTIRE CONTAINER BEFORE PLANTING
BACKFILL BETWEEN PLANTS 6" BEYOND
6" PLANTING SOIL-(PER SPECS)
FINISHED GRADE
MIN. 3" LAYER MULCH IN ENTIRE BED.
MULCH SHALL BE KEPT 6" FROM PLANT BASE.
GROUNDCOVER/ANNUALS PLANTING DETAIL
NOT TO SCALE
3" MULCH RING. MULCH SHALL BE
KEPT 6" FROM BASE OF PLANT
TOP OF ROOT BALL SHALL BE 10%
ABOVE FINISHED GRADE.
FINISHED GRADE
(IF CONTAINERIZED REMOVE ENTIRE CONTAINER)
TOP OF ROOT BALL SHALL BE LEVEL WITH
FINISHED GRADE
EXISTING SUBSOIL
BACKFILL MIXTURE. PLANTING HOLE SHALL BE A
MIN. OF 2X THE SIZE OF THE ROOT BALL
FERTILIZER TABLETS
4" TEMPORARY WATERING BASIN
REMOVE BURLAP AT TOP 1/3 OF PLANT BALL.
SHRUB PLANTING DETAIL
NOT TO SCALE
3" MULCH RING. MULCH SHALL BE
KEPT 6" FROM BASE OF PLANT
1. ALL SIZES SHOWN FOR PLANT MATERIAL ON PLAN ARE TO BE
CONSIDERED AS MINIMUMS. ALL PLANT MATERIAL MUST MEET
OR EXCEED THESE MINIMUM REQUIREMENTS FOR BOTH HEIGHT
AND SPREAD. ANY OTHER REQUIREMENTS FOR SPECIFIC SHAPE
OR EFFECT AS NOTED ON THE PLAN WILL ALSO BE REQUIRED FOR
FINAL ACCEPTANCE.
2. ALL PLANT MATERIAL FURNISHED BY THE LANDSCAPE
CONTRACTOR UNLESS OTHERWISE SPECIFIED SHALL BE FLORIDA NO.1
OR BETTER ACCORDING TO GRADES AND STANDARDS FOR NURSERY\
PLANTS LATEST EDITION 2001. ALL TREES DESIGNATED AS SINGLE TRUNK
TREES SHALL HAVE SINGLE DOMINANT LEADER AND STRAIGHT TRUNK.
THE PROPER STRUCTURE OF TREES IS MOST IMPORTANT. ALL TREES
DESIGNATED AS
MULTI-TRUNK TREES SHALL HAVE AT LEAST THREE (3) TRUNKS WITH EQUAL
CALIPERS
ORIGINATING AT THE GROUND OF THE TREES AND WITH ANGLES NO LESS THAN
45 DEGREES. TREES WITH BARK INCLUSION AND CODOMINANT TRUNKS AT
ANY HEIGHT WILL NOT BE ACCEPTED. ALL TREES AND PALMS MUST BE
GUYED WITH PROPER HORTICULTURAL AND ARBORICULTURAL TECHNIQUES.
WE RECOMMEND THAT THE TREES BE STAKED WITH NATURAL HEMP IN LIEU
OF WIRE OR OTHER SYNTHETIC MATERIAL. NAILING INTO TREES AND
PALMS IS PROHIBITED. ALL STAKING SHALL BE REMOVED APPROX. TWELVE (12)
MONTHS AFTER PLANTING OR AT TIME OF ESTABLISHMENT OF TREE.
ALL PLANTING TO BE DONE IN ACCORDANCE WITH PROPER HORTICULTURAL
PRACTICES.
3. IN ADDITION TO THESE REQUIREMENTS ALL LOCAL LANDSCAPE CODES
AND REQUIREMENTS SHALL BE MET IN ORDER TO SATISFY THE
REVIEW AND APPROVAL OF THE CITY OF WESTON
4. ALL PLANTING HOLES SHALL BE A MINIMUM OF 2 1/2 TIMES THE
DIAMETER OF THE PLANT BALL. ALL PLANTING AREAS SHALL BE
EXCAVATED TO REMOVE ALL OBJECTIONABLE MATERIALS, SUCH AS
ASPHALT, SUB-BASE, CONCRETE, ROCK, CAUSTIC MATERIALS
WITH AN EXCESSIVE SOIL Ph, OR SIMILAR MATERIALS NOT SUITED
FOR LANDSCAPE PLANTING. ALL BURLAP /SYNTHETIC BURLAP, SYNTHETIC STRING
OR CORDS OR WIRE BASKETS SHALL BE REMOVED BEFORE PLANTING. ALL
SYNTHETIC TAPE SHALL BE REMOVED FROM TREES BEFORE INSPECTION.
5. ALL PLANT MATERIALS SHALL BE PLANTED IN PLANTING SOIL THAT
IS DELIVERED TO THE SITE IN A CLEAN, LOOSE AND FRIABLE
CONDITION. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 6" OF
PLANTING SOIL, AND ALL SODDED AREAS SHALL HAVE 2" OF PLANTING
SOIL. THIS SOIL SHALL BE TILED INTO EXISTING SOIL ON SITE. ALL SOIL SHALL
HAVE A
WELL DRAINED CHARACTERISTIC. SOIL MUST BE FREE OF ALL ROCKS, STICKS,
OBJECTIONABLE DEBRIS INCLUDING WEEDS AND WEED
SEED. RECYCLED COMPOST IS ENCOURAGED AS A SOIL AMENDMENT.
6. ALL PLANT MATERIALS SHALL BE THOROUGHLY WATERED IN AT THE
TIME OF PLANTING. NO DRY PLANTING SHALL BE PERMITTED. ALL
PLANT MATERIALS SHALL BE PLANTED SUCH THAT THE TOP OF
THE PLANT ROOT BALL IS FLUSH WITH THE SURROUNDING GRADE OR
PLANTED AT 10% ABOVE THE SURROUNDING GRADE PER SPECIFICATIONS
ON THE PLANTING DETAILS.
7. ALL PLANT MATERIALS SHALL BE INSTALLED WITH FERTILIZER
WHICH SHALL BE STATE APPROVED AS A COMPLETE FERTILIZER
CONTAINING THE REQUIRED MINIMUM OF TRACE MINOR ELEMENTS
IN ADDITION TO N-P-K, OF WHICH 50% 0F THE NITROGEN SHALL
BE DERIVED FROM AN ORGANIC SOURCE.
8. ALL LANDSCAPE AREAS NOT COVERED BY SHRUBS OR GROUND
COVERED SHALL BE COVERED BY SOD AND ALL AREAS NOT
COVERED BY SOD SHALL BE COVERED WITH NONCYPRESS ARSENIC FREE MULCH,
TO A MINIMUM DEPTH OF THREE (3) INCHES OF COVER WHEN SETTLED
ALL MULCH SHALL BE KEPT 2" FROM THE BASE OF ALL PLANT MATERIAL.
THE WATER BASIN PARTICULARLY ON OAKS SHALL REMAIN FOR AT LEAST THREE (3) MONTHS.
9. SOD SHALL BE (AS NOTED) SOLID SOD , AND SHALL BE LAID
ON A SMOOTH PLANTING BASE WHICH HAS BEEN
GRADED TO MEET THE DRAINAGE CHARACTERISTICS OF THE SITE.
ALL SOD SHALL BE LAID WITH CLOSELY FITTED JOINTS, AND SHALL
BE IN A GREEN AND HEALTHY GROWING CONDITION AT PLANTING.
10. ALL LANDSCAPE AREA SHALL BE IRRIGATED BY A FULLY AUTOMATIC
SYSTEM ADJUSTED TO PROVIDE 100% COVERAGE OF ALL LANDSCAPE
AREAS WITH RAIN SENSOR. ALL HEADS SHALL BE ADJUSTED TO MIN. 100% OVERLAP.
IRRIGATION SYSTEM SHALL BE RUST FREE WITH NO OVERSPRAY ONTO IMPERVIOUS
AREAS. PVC RISERS SHALL BE PAINTED FLAT BLACK.
11. ANY SUBSTITUTIONS TO PLANT MATERIALS FOR AREAS AND ITEMS
ADDRESSED BY LOCAL CODES SHALL BE APPROVED BY THE
CITY OF WESTON PRIOR TO WORK PERFORMED.
12. ALL LANDSCAPE AREAS SHALL BE FINISH GRADED SUCH THAT THEY
ARE 3.5" BELOW SURROUNDING PAVED SURFACES AS
NOT TO IMPEDE THE FLOW OF DRAINAGE INTO LANDSCAPE AREAS
AND TO ALLOW FOR A 3" MULCH LAYER.
13. ALL NEW LANDSCAPED AREAS SHALL BE EXCAVATED OF ALL
ROCK AND DEPRIS AND BACK FILLED WITH
CLEAN DEPRIS FREE 50% SAND AND 50% MUCK
14. CONTRACTOR SHALL PROVIDE SOD AND IRRIGATION TO EDGES OF
OF RIGHT OF WAYS AND ALL PROPERTY LINES.
15. ALL FREE STANDING UTILITIES AND SITE EQUIPEMENT MUST BE SCREENED
ON THREE (3) SIDES WITH SHRUB MATERIAL EQUAL TO THE HEIGHT OF THE ELEMENT
16. PLANTING PLAN TAKES PRECEDENT OVER PLANT LIST.
17. TREES/PALMS SHALL BE STAKED OR GUYED FOR A PERIOD OF ONE YEAR OR UNTIL
ESTABLISHMENT. ALL PLANT MATERIALS SHALL BE WARRANTED FOR 1 YEAR.
LANDSCAPE NOTES
SCREENING SHRUB
MATERIAL PLANTED
ON 3 SIDES TYPICAL
6" ABOVE THE HEIGHT
OF EQUIPMENT AT TIME
OF PLANTING
UTILITY STRUCTURE
TYPICAL UTILITY EQUIPEMENT DETAIL
NOT TO SCALE
5 (2"x4"x16") WOOD
BATTENS
NAIL 2X4 TO BATTEN
5 LAYERS OF BURLAP
1" MULCH LAYER OVER ROOT BALL.
MULCH SHALL BE KEPT 6" FROM TRUNK BASE.
NO PLANTS SHALL BE PLANTED OVER ROOTBAL
SECURE BATTENS WITH 3/4" HIGH CARBON
STEEL BAND TO HOLD BATTENS IN PLACE
DURING PLANTING AND GUARANTEE PERIOD
3 (2X4) WOOD BRACES
STANDARD 8' LENGTH OR
OTHER 2X4 LENGTH AS
DIRECTED BY THE
LANDSCAPE ARCHITECT
2"X4"X24" STAKE PAD
BURIED 3" BELOW GRADE
FILL AROUND BALL WITH
SAND. PLANTING HOLE
SHALL BE A MIN. OF 2X THE
SIZE OF THE ROOT BALL AND 4" DEEPER
SABAL PALM PLANTING DETAIL
FERTILIZE WITH OSMOCOTE
AS PER MFG. RECOMMENDATIONS
12-12-12, 6 MONTH FORMULA
NOT TO SCALE
TOP OF ROOT BALL SHALL BE 10%
ABOVE FINISHED GRADE.
ALL STAKING SHALL BE REMOVED WITHIN ONE YEAR
OF INSTALLATION
ROOTBALL SHALL BE PLACED AT THE BOTTOM OF THE
UNDISTURBED SUB GRADE
SOLID SOIL PEDESTAL 6" HT.
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FP-2
Digitally signed
by Ismael Leon
Date:
2023.04.13
12:49:03 -04'00'
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CAJ2085
CAJ2081
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