Hard copy rec'd Jul 24, 2020 - Town of Palm Beach
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By Zoning Technician at 10:31 am, Jul 28, 2020 Hard copy rec'd Jul 24, 2020
Z·20·00275
Zoning Case Number
l. Descripti_on of request by Zoning Section Number(s):
Section 134·843 (7): The Applicant Is proposing a new 9,416 square foot two story
residence on Via Bellarla that would have a building height plane setback of 37
feet In lieu of the required minimum setback ranging from 51.2 to 69.5 feet.
Ill. APPLICATIONS CONTAINING VARIANCES
If the application contains requests for variances, please respond to the questions
below, and complete Exhibit B (Findings for authorizing a variance as stated in
the Town's Zoning Code at Section 134-201).
a. Applicant should provide a brief description of the special conditions
which when subjected to a literal enforcement of the provisions of the zoning
ordinance will result in unnecessary and undue HARDSHIP. This explanation
should be a summary of information provided in Exhibit B.
The hardship, which runs with the land, Is that In order for the proposed house to
be In line with the other houses on Via Bellarla (the majority of which are
landmarked) the front setback requirement should be decreased.
b. Applicant should address how granting of a variance for these special
conditions will not be contrary to the public's interest.
The granting of the variance will not be contrary to the public's Interest as the
proposed residence is In line with the houses on Via Bellarla and the design
matches the streetscape.
IV. SITE HISTORY
Please provide a detailed history in chronological order of all zoning-related
requests processed on or after January l, 1970 applicable to this property.
None.
Respectfully submitted,
Applicant's Signature Prop�rty Owner's Signature
( or his/her duly authorized attorney)
Mauro Ziska, Attorney for Dan Swanson Maura Ziska, Attorney for Dan Swanson
Typed name & telephone # 561-802-8960 Typed name & telephone # 561-802-8960Z-20-00275
Z-20-00275
A-02
Z-20-00275
1
1/4" = 1’−0"A-03
Z-20-00275
1
1/4" = 1’−0"B-020-2020 Z-20-00275 A-04
B-020-2020 Z-20-00275 A-05
A-06
Z-20-00275
1
1/4" = 1’−0"Z-20-00275
B-020-2020 Z-20-00275 A-08
RELOCATED FICUS TREE
4' HT. ALUMINUM PICKET UNDERPLANTED WITH A SHADE
POOL FENCE GARDEN OF ALOCACIA, MONSTERA,
EX. 5' CHAIN LINK FENCE ON PHILODENDRON, TI PLANTS, DWARF
ADJACENT PROPERTY DATE PALM AND NATIVE FERN EXISTING FICUS TREES
Xref F:\20\20-003\ARCOM submittal\20-003-TL.dwg
TO REMAIN 132 NORTH SWINTON AVENUE
FICUS HEDGE TO REMAIN
DELRAY BEACH, FL 33444
T (561) 276-5050
www.agtland.com
5' UTILITY FPL VAULT
EASEMENT
PODOCARPUS HEDGE AND
GOLD MOUND BORDERED ARECA PALMS AND TI
BY FICUS GREEN ISLAND PLANTS BORDERED BY
FICUS GREEN ISLAND EX. CONC PAD AND
GENERATOR ON
ADJACENT PROPERTY
4' HT. ALUMINUM PICKET
POOL FENCE ON OUTSIDE
OF DRAINAGE CURB
CURVED COCONUTS WITH
ACCENT PALM SUCH POOL EMPIRE
ZOYSIA
BOUGAINVILLEA VINE
AS BLUE LATANIA
GRASS LIGUSTRUM TREES
24" X 24" CAST
STONE PAVERS
IN IVORY PODOCARPUS
4' HT. ALUMINUM PICKET PALMS ON ADJACENT PROPERTY
PRINGLES
POOL FENCE ON OUTSIDE EX. TREE CANOPY ON
OF DRAINAGE CURB ADJACENT PROPERTY
CONFEDERATE
JASMINE VINE ON
COLUMNS
CURVED COCONUT PALM
WITH BOUGAINVILLEA
VINE AND MONSTERA
ACCENTS
3-RELOCATED PODOCARPUS HEDGE AND
FOXTAIL PALMS GOLD MOUND BORDERED
BY FICUS GREEN ISLAND
LIGUSTRUM
TREES
BOUGAINVILLEA VINES PODOCAPRUS
HEDGE
WITH GARDENIA CURVED COCONUT PALMS
STANDARDS WITH BOUGAINVILLEA
UNDERPLANTED WITH ATTACHED TO TRUNK
PENTAS
PALMS ON ADJACENT PROPERTY
PAVER
DRIVEWAY
GREEN BUTTONWOOD LAYERED PLANTING OF 8' HT.
TREES PODOCARPUS HEDGE AND
YAUPON HOLLY
EX. 4' CHAIN LINK FENCE JAPANESE BLUEBERRY
ON ADJACENT PROPERTY TREES- 14' HT.
BOUGAINVILLEA VINES AND RELOCATED ADONIDIAS
TRIPLE ALEXANDER PALMS
TO MATCH PALMS FRAMING
EX. TREE CANOPY ON ENTRY
ADJACENT PROPERTY
PROPERTY LINE
SCALE: 1"=10'-0"
Saved: 7/6/2020 4:46 PM
EXISTING FICUS TREE
8' HT. PODOCARPUS HEDGE ZAMIA TO REMAIN
WITH GOLD DUST CROTONS BOUGAINVILLEA VINE ON FLORIDA
AND ASIATIC JASMINE TRIPLE ALEXANDER PALMS TRELLIS ABOVE WINDOWS
FRAMING FRONT ENTRY ASIATIC JASMINE
FICUS GREEN ISLAND VIBURNUM HEDGE WITH GROUNDCOVER
IN FRONT OF LOW YELLOW IXORA
WINDOWS
PINWHEEL JASMINE PROJECT
AND TI PLANTS WITH
ZAMIA FLORIDANA AND
VARIEGATED ASIATIC
JASMINE. 171 VIA BELLARIA
\\WSERVER\Shared Folders\Shares\Work\Project Files\Addison-171 Via Bellaria\Agtland\LP-9.dwg
SYLVESTER DATE PALMS
FRAMING DRIVEWAY PALM BEACH, FLORIDA
YELLOW CROWN OF
THORNS WITH FICUS
GREEN ISLAND BORDER ARCOM NUMBER
17' X 16' FPL
EASEMENT B-020-2020
TITLE
6' HT.
PODOCARPUS HEDGE
SYLVESTER DATE PALMS
WITH IXORA NORA GRANT
WITH CROWN OF THORNS
AND YAUPON HOLLY BORDER
AND FICUS GREEN ISLAND
LANDSCAPE PLAN
PROJ. NO.
FILE NAME
DRAWN
DATE
REV.
SHEET
LP-1
OF
1N88°52'14"W 118.50 48 HOURS BEFORE DIGGING
CALL
1-800-432-4770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
Contractor is responsible for obtaining
location of existing utilities prior to
commencement of construction activities.
G
CE
N01°07'46"E
Intracoastal Waterway
33.10'
Via Serena
Clarendon Ave.
WEST PALM BEACH, FL 33401
2475 MERCER AVE., SUITE 305
Gruber Consulting
Site
office@gruberengineers.com
Atlantic Ocean
Engineers, Inc.
PHONE: 561.312.2041
FAX: 561.537.7229
Via Bellaria
Via Del Lago N
Proposed
S88°52'14"E
South Ocean Blvd.
Via Palma
Pool
16.50' Algoma Rd.
Kings Rd.
Woodbridge Rd.
04/17/2020
2020-0037
1/8"=1'-0"
Project Information
KM
CG
Location Map
N.T.S.
Checked By
Project No.
Issue Date
Drawn By
STORMWATER RETENTION CALCULATIONS
Scale
A. SITE INFORMATION
Total Property Area = 21,729 sq.ft.
Proposed Drainage Area (excludes roadway) = 20,041 sq.ft.
Drainage Area Impervious Surface
(proposed residence, driveway, walkway, pool, deck, pergola) = 9,024 sq.ft.
Palm Beach, Florida
Drainage Area Pervious Surface = 11,017 sq.ft. 165.00' Legend
B. ESTIMATED STORMWATER RETENTION VOLUME
Addison Developement Group Inc.
The retention volume is estimated using the Rational Method (Q=CiA)
where:
C = 1.0 (impervious surface)
C = 0.2 (pervious surface)
i = 2 in/hr
Conceptual Site Grading & Drainage Plan For:
Proposed Two Story Residence
N01°07'46"E
Impervious Surface Runoff Volume:
1.0 x 2 in/hr x 9,024 sq.ft. x 1 ft./12 in. = 1,504 cu.ft.
Min. F.F. Elev. = 7.33 NAVD
Pervious Runoff Volume:
0.2 x 2 in/hr x 11,017 sq.ft. x 1 ft./12 in. = 368 cu.ft.
119.40'
Total Volume to be Retained = 1,872 cu.ft.
C. PROPOSED EXFILTRATION TRENCH SIZING
L = Total Length of Trench Provided = 70 ft
W = Trench Width = 12 ft
K = Hydraulic Conductivity = 0.00005 cfs/sq.ft./ft. of head
S01°07'46"W
H2 = Depth to Water Table = 3.75 ft
DU = Un-Saturated Trench Depth = 3.00 ft
DS = Saturated Trench Depth = 0.00 ft
V = Volume Treated = 2,014 cu.ft.
Proposed Driveway
Proposed
171 Via Bellaria
Notes: Garage
1) Exfiltration trenches and storm piping to be protected from
roots with a root barrier.
2) Roof drain downspouts are to be connected to the proposed
N
drainage system. Contractor to provide engineer with
downspout locations prior to installation of drainage system.
3) Exfiltration trench design uses an assumed value of hydraulic
conductivity. Client may obtain a site specific test for
hydraulic conductivity prior to exfiltration trench installation. 0 4 8 16 32
4) Contractor shall mill and overlay all roadway cuts a minimum Revisions
of 50 ft. on either side of the excavation the entire width of
each affected lane. 1 05/21/2020
5) Contractor is responsible for installing and maintaining erosion Scale: 1/8" = 1'-0" 2
3
07/23/2020
control measures during construction. Proposed Driveway 4
6) Video inspection of storm drainage system required prior to 5
6
installation of sod.
7
8
9
10
Chad M. Gruber
This item has been electronically signed and sealed by Chad M. Gruber
on the date adjacent to the seal using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and
the SHA authentication code must be verified on any electronic copies.
135' FL P.E. No. 57466
Via Bellaria Sheet No.
Plan Background from Site Plan by
Lynn McColl, LLC Received 7/14/20 C-1
ARCOM #B-020-2020
Z-20-00275
© 2020 Gruber Consulting Engineers, Inc.N88°52'14"W 118.50 48 HOURS BEFORE DIGGING
CALL
1-800-432-4770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
Contractor is responsible for obtaining
location of existing utilities prior to
commencement of construction activities.
G
CE
N01°07'46"E
Intracoastal Waterway
33.10'
Via Serena
Clarendon Ave.
WEST PALM BEACH, FL 33401
2475 MERCER AVE., SUITE 305
Gruber Consulting
Site
office@gruberengineers.com
Atlantic Ocean
Engineers, Inc.
PHONE: 561.312.2041
FAX: 561.537.7229
Via Bellaria
Via Del Lago N
Proposed
S88°52'14"E
South Ocean Blvd.
Via Palma
Pool
16.50' Algoma Rd.
Kings Rd.
Woodbridge Rd.
04/17/2020
2020-0037
1/8"=1'-0"
Project Information
KM
CG
Location Map
N.T.S.
Checked By
Project No.
Issue Date
Drawn By
Notes:
Scale
1) The height of a silt fence shall not exceed 36".
2) Filter fabric shall be purchased in a continuous roll cut to the length of
the barrier to avoid the use of joints.
3) Posts shall be spaced a maximum of 10' apart at the barrier location and
driven securely into the ground a minimum of 12". When extra strength
fabric is used without the wire support fence, post spacing shall not
exceed 6'.
4) A trench shall be excavated approximately 4" wide and 4" deep along
the line of posts and upslope from the barrier.
Palm Beach, Florida
5) When standard strength filter fabric is used, a wire mesh support fence
shall be fastened securely to the upslope side of the posts using heavy
duty wire staples at least 1" long, tie wires, or hog rings. The wire shall
165.00'
Conceptual Construction Staging & Parking and Erosion Control Plan For:
extend into the trench a minimum of 2" and shall not extend more than
Addison Developement Group Inc.
36" above the original ground surface.
6) The standard strength filter fabric shall be stapled or wired to the fence,
and 8" of the fabric shall be extended into the trench. The fabric shall
not extend more than 36" above the original ground surface.
7) The trench shall be backfilled and the soil compacted over the filter
fabric.
Proposed Two Story Residence
N01°07'46"E
SILT FENCE DETAIL Min. F.F. Elev. = 7.33 NAVD
N.T.S. Legend
119.40'
S01°07'46"W
Proposed Driveway
Proposed
171 Via Bellaria
Garage
N
SILT FENCE SECTION
N.T.S.
0 4 8 16 32
Revisions
1 05/21/2020
Scale: 1/8" = 1'-0" 2
3
07/23/2020
Proposed Driveway 4
5
Notes: 6
7
1) Contractor is responsible for installing and maintaining erosion 8
control measures during construction. 9
ATTACHING TWO SILT FENCES 10
N.T.S.
Chad M. Gruber
This item has been electronically signed and sealed by Chad M. Gruber
on the date adjacent to the seal using a SHA authentication code.
Printed copies of this document are not considered signed and sealed and
135' the SHA authentication code must be verified on any electronic copies. FL P.E. No. 57466
Via Bellaria Sheet No.
Plan Background from Site Plan by
Lynn McColl, LLC Received 7/14/20 EC-1
ARCOM #B-020-2020
Z-20-00275
© 2020 Gruber Consulting Engineers, Inc.ZONE X
N88°52'14"W 118.50'
15.00'
N01°07'46"E
33.10'
15.00'
49.00'
49.00'
S88°52'14"E
16.50'
ZONE AE
(ELEV. 6) I
I ZONE X
I
37.17' I
AFFECTS THE PROPERTY AND PLOTTED HEREON.
AFFECTS THE PROPERTY, HOWEVER BLANKET IN
NATURE AND NOT PLOTTABLE, ALLOWS FOR THE PLACEMENT OF POLES TO SUPPORT TELEPHONE LINES ETC. TO
15.00' 'INTERFERE IN AS SMALL DEGREE AS POSSIBLE'.
DOES
NOT AFFECT THE PROPERTY, PLOTTED HEREON FOR CLARITY.
AFFECTS THE PRIVATE ROADWAY KNOWN AS VIA
N01°07'46"E 165.00'
BELLARIA WHEREAS IT IS GRANTED THEREIN THE RIGHTS TO WEST PALM BEACH WATER COMPANY THE RIGHTS
TO LAY PIPES IN ALONG OR ACROSS THE SAID PRIVATE ROADWAY. VIA BELLARIA, AS NOW LAID OUT AND IN USE,
152.50'
PLOTTED AND SHOWN HEREON.
NOT A SURVEY MATTER.
VIA BELLARIA AS NOW LAID
AND IN USE SHOWN HEREON.
S01°07'46"W 131.90'
28.00' AFFECTS THE PROPERTY, PLOTTED HEREON.
119.40'
ZONE AE ZONE X ZONE AE ZONE X
(ELEV. 6) (OTHER) (ELEV. 6) I
I
(OTHER)
I
I
I
15.00'
28.00'
39.25'
37.00'
37.00'
35.00'
ZONE X
12.50'
12.50'
S88°52'14"E 135.00'
KESHAVARZ ASSOCIATES
Civil Engineers ● Land Surveyors
711 North Dixie Highway, Suite 201
West Palm Beach, Florida 33401
Tel: (561) 689-8600 Fax: (561) 689-7476You can also read
