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HEREBY CERTIFY that the plat sh)wn. hereon is a true and correct
/ ' r` r ✓ // �/L'�% a d% ,/ representation o€ a survey of the lands describad hereon made in
accordance with the minimum technical standards for land surveying g I E' I T E R I, INC.
in the Stato of Florida as. set fo ^by Chapter 21HH- Flori�
Administrative Cods. ENGINEERS, SU VEYOR,
This drawing not
valid without an 2601 NORTH FEDERAL HIGHWAY, DELRAY BEACH, FLORIDA
�+ Cq -
gmbossed seal. OHN C�'U11��
i OAiE: R VISIONS: SCALE:
MKIFESSIONAL SURVVEYOR AND MAPPED: ACT ¢,. 1994 IV01- so- 406'6 -' �-,A e. EweAfeNj
FLORIDA CFRIIFICAf E NO. 1314 FIELD BOOK: PACE: �✓ /Fl�� ORDER NO.:
L ,'2� G'IS�Ii •' tz // t9�` Ct.�T. 7� `` G'O.tIC ,SGA� 'S°O��i /9/ - FD.�.vtS GOG�9T�'Q
#N¢
MAY
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i�
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3'W x 3'p x 57L EXFILTRATION
TRENCIH WITH (2' PERE. PVG
TOP 6F TI NC-11 @ 300
PPE INVERT Ci [ OO
EXISTING 6" OUTEALL
EXISTING 6 !' STORM
PIPE TO REMAIN
LOT 2
EXISTING 6!' STORM
PIPE TO REMAIN
EXISTING
SHED
NYLOPLAST DRAIN
PA51N WITH 15AffLE
GRATE Q 4VO
0
of°° X
200.0'
EXISTING 6" STORM
PIPE TO $E REI&'VI
EXISTING CATCH I3A51N
-TO f�E REMOVEP
X
I
IS" NYLOPLA5T DRAIN
�>A61N WITH �>AFT:LE
CRATE Q 4VO
. 6" STORM PIPING RELOCATION
TO PE GONDINATED WITt1
TO►NN o1= Gl 1 t=51REAM I_®X x
OHW OHW— OHW— OHW OHW OHW— OHW— OHW— GHw_ OHW— mv— OHW— OHW—
POWER, PHONE, &
GALE TV LINES
EXIST. WO DD DOCK
BLOCK 3 LOT 3
SEWAGE PIAVIP
C
r-- - - - - -- - - - -- -- - - - - -- ELECTRICAL PANEL x
I - - -- —`,`,,,- - - -�`,
10.4'
I-- - - - - -� --- - - - - -- it
� — — ZI 3 E I STI sTONE I i
i PATIO E I X
I
�� II
i I
`a' - - - -- ,
EXISTING
CORAL
STONE i i !
CC � it
EXISTING
1 -STORY CBS i
! I RESIDENCE
l i F.F. = 6.73
II ll
II II CI
!! iI o
CC H 6
iI U !i
EXISTING
POOL ! i i i GARAGE
F.F. 6.21 u
10.4'
EXISTING 6 !' STORM PIPING
TO M REMOVED
25 EASEMENT TO
FLORIDA POWER
ANP 1-16H T- GO.
_ X X X X ---- X
r,/- OHW- OHV OHW- OHW- OHW- 014W- OHW- OHW- OHW-
EXISTING
6AT611 15ASIN
X t--_ Ls
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{tt
v
EXISTING
co 0) PAVED DRIVE
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IX
J�-- OHW— OHW— — OHW— OHW— OHW OHW— OHv— OHW —aHW— OHW— aw— OHW— OHW— OHW af}W— OHW— OHW— MW— OHW
POLE
rvr'�A_NYAN ROAD
18' OF PAVING
X
OHW— OHW— OHW— OHW— OHW— OHW OHW-
GRADING DRAINAGE PLAN
LEGEND NORTH
X:i EXISTING ELEVATION PER
O'BRIEN, SUITER & O'BRIEN INC.
<__ FLOW DIRECTION
EXFILTRATION TRENCH
18" NYLOPLAST DRAIN BASIN
WITH BAFFLE
Z
Q
w
U
a
U
z
Q
Q
LOCATION MAF
N.T.S,
ALEXANDRE PROPERTY
STORM WATER MANAGEMENT CALCULATIONS
1. SITE PLAN DATA:
Total lot area = 31,200 sq. ft.. + (0.72 acres
A) IMPERVIOUS AREAS (Per various plans, CARD & digital planimeter measurements):
ITEM PROPOSED
Building roof line !walkways /drive /decks 0.26 acres f
Note: square footage has been rounded upward in some instances for estimating purposes; assumes
driveway as impervious and includes roof overhangs, future project aspects.
B) PERVIOUS AREAS:
19,963 sq.fi. or 0.46 acres f
2. TOWN OF GULFSTREAM CRITERIA/DATA
3 Year, 1 Hour Storm = 6.00"
Soil Storage Factor (S)
S = 8.18" assumes: coastal soils
compacted soils condition
maximum. 4` depth to water table
3. ESTDAATED RUNOFF RATE
SFWMD Formula: Q = -0.2S
P+0.8S
Where Q = Runoff rate in inches
S = Soil storage factor (see soil factor calculations)
P = Rainfall = 6.00" (3 year, 1 hour storm)
S — 8.18" x 0.46 acres — 5.23„
0.72 acres
Q = 16.0" - 0.2 (5.23 ")1 = 2.41"
6.0" + 0.8 (5.23 ")
4. ESTIMATED RUNOFF VOLUME FOR 3 YEAR, 1 DAY STORM:
Runoff Volume= Runoff Rate x Area
Runoff Volume = 2.41" x 0.72 acres x ft x 43,560 sg.ft. = 6,299 cu ft.
T2—in. acre
Existing site contours and recontourmg of grades near proposed residential construction will
"manage" this volume on -site within designated areas of property. If necessary, storm
pipinglexfltration trenches will also be used for on-site areas for additional percolation of runoff
volumes.
NOTE
EXFILTRATION TRENCH SYSTEM SHOWN BASED ON
REPRESENTATIVE PERCOLATION TEST IN THIS AREA
OF G-cULF6TREAM. SITE SPECIFIC TESTS ARE TO BE
ACQUIRED DURING-,; DETAILED CONSTRUCTION PLAN
PREPARATION. THEME TEST RESULTS MAY REQUIRE
ADJUSTMENT OF TRENCH CHARACTERISTICS, (I.E.
WIDTH, DEPTH, LENGTH, ETC.)
NOTE.
CONTRACTOR TO PROVIDE APPROPRIATE EROSION
CONTROL MEASURES TO PREVENT EROSION, SILTATION,
OR FLOOD DAMAGE DURING CONSTRUCTION
NOTE:
THE DESIGN WILL RETAIN THE RUNOFF FROM THE
FIRST ONE INCH (P) OF RAINFALL AND ALL
ADDITIONAL RUNOFF NECESSARY TO INSURE THAT
ALL IMPACTED PUBLIC DRAINAGE FACILITIES CAN
OPERATE AT OR ABOVE A LEVEL OF SERVICE
EQUIVALENT TO THE TWENTY -FOUR HOUR/THREE
YEAR RETURN STORM EVENT
NOTE:
PROPOSED GUEST HOUSE TO BE CONNECTED TO
GULFSTREAM SEWER FORCE MAIN SYSTEM
%%V1.
48 HOURS BEFORE DIGGING
CALL. TOLL FREE
1-800-432-4770
SUNSHINE STATE
ONE CALL OF FLORIDA, INC.
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL
EXISTING UTILITIES FOR FIELD LOCATION OF UNDERGROUND
UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES.
ZOM l
CO"1641 SWA
Certificate of Authorization *5601
4047 Okeechobee Blvd., Suite 222
West Palm Beach, FL 33409
Ph. (561) 471 -9863 Fx: (561) 471 -5075
CrvillEnwonmentaf/Aggr�rca�hrual Engine .g
Water Resources/Lar�d ➢evelopment
Groundwater/H eo
Wet /and/Upland abita
Fro' rP1 zffuvp/Managemenr
Goff l bums, xenovation�Consnvction
s ?i �
�L)
s AY
,.
Do,, n .� s. &'G '"VIV
Chad M. Gruber
Florida P.E. *57466
DIGBY
BRIDGES,
MARSH &
ASSOCIATES
INC. P.A.
ARCHITECTS
& PLANNERS.
124 N.E. 5TH AVE.
DELRAY BEACH,
FL. 33483
(561) 278 -1388
FAX: 278 -7841
RENOVATIONS TO:
ALEXANDRE
RESIDENCE
541 BANYAN REI
GULF STREAM
FLORIDA 33483
O
PROPOSED
GRADINGi
DRAINAGE
PLAN
2152
NOTE:
All drawings for this project are
to be read in conjunction with
each other. These include, but
are not limited to: Architectural,
Surveying, Structural, Civil,
Mechanical, Electrical, Specialty
Drawings, and Written Spec-
ifications.
Contractor to verify all existing
site conditions and thoroughly
check elevations and dimensions
before commencing work.
Report to the architect engineer
any discrepancies, error or
conditions that will alter
construction as intended by
these drawings. Architect is
not responsible for any work
and /or materials furnished
on the job.
1
8
2
9
0
3
is
O
4
11
5
12
6
13
7
114
GENERAL SPECIFICATIONS /NOTES
1. The contractor shall check all drawings furnished immediately
upon their receipt and shall promptly notify the engineer,
Doug Winter Companies, Inc. in writing of any discrepancies.
Anything shown on the drawings and not mentioned in the
specifications or mentioned in the specifications and not
shown on the drawings, shall be of like effect as if shown or
mentioned in both.
2. Figure marked on drawings shalt, in general, be followed in
preference to scale measurements. Large scale drawings shalt
in general, govern small scale drawing. The contractor shall
compare all drawings and verify the figures before laying out
the work and will be responsible for any errors which might
have been avoided thereby. When dimensions on the drawings
are affected by the type of equipment selected, the contractor
shall adjust such dimensions as conditions may require.
3. If the contractor, in the course of the work, finds any
discrepancy between the drawings and the physical conditions
of the locality, or any error or omissions in the drawings or
in the layout as given by points and instructions, or
discovers unforeseen underground or aboveground conditions or
any other unexpected conditions requiring additional work by
the contractor, it shall be his duty to immediately inform the
engineer, in writing, and the engineer shall promptly check
the accuracy of the information. Any work done after such
discovery, until any necessary changes are authorized, will be
done at the contractor's risk.
4. If any part of the contractor's work depends, for proper
execution or results, upon the work of any other contractor,
the contractor shalt inspect and measure work already in place
and shall at once report to the engineer any discrepancies
between the executed work and the drawings.
5. The engineer or his authorized representative shall have free
access to the work of the contractor at any time for purpose
of inspection. The contractor shall furnish the facilities to
determine, as best as can reasonably be done, the nature and
quality of the work performed. Such assistance of the
contractor shall, if necessary, include the uncovering,
testing or removal of portions of finished work.
6. Debris Removal: All debris shall be removed from the area and
legally disposed. Debris may be burned upon obtaining proper
burning permit but any unburned remains are to be disposed of
as directed by the owner or his representatives.
7. The contractor shall be responsible for protecting all
buildings, structures, and utilities that are underground,
above ground, or on the surface against construction
operations that may be hazardous to said facilities and shall
hold and save the owner harmless against all claims of damage.
The contractor shall, by repair or replacement, return to
equal or better condition, all pavement, sidewalk, towns,
utilities, and other items damaged by this construction
activity.
8. The contractor shall be responsible for obtaining all required
tests and shall submit reports by an independent testing
laboratory approved by the engineer. Should any tests fall to
meet specification as shown herein, the contractor shall at
his expense correct all deficient work and submit laboratory
test results showing compliance with these specifications.
9. All work shall be performed in a workman like manner and shall
conform with all applicable City, County, State and Federal
regulations and/or Codes. The contractor shall :obtain all
permits and licenses required to begin work.
10. The contractor shall visually examine the construction site to
determine the amount of clearing and existing facilities to be
replaced, removed and /or relocated which may be required in
order to complete the work.
11. The contractor shall give the engineer 48 hours notice prior
to requesting required inspections and shall supply all
equipment necessary to properly test and inspect the completed
work.
12. The contractor shall guarantee all work and materials for a
period of one year from the date of project acceptance, during
which all faulty construction and /or materials shall be
corrected at the contractor's expense.
13. All work shall be accomplished in a safe and workmanlike
manner. The contractor shall comply with all applicable laws
and regulations of any public and /or private body having
jurisdiction for the safety of persons or property or to
protect them from damage, injury or loss; and shall erect and
maintain all necessary safeguards for such safety and
protection. The responsibility for project safety rests
solely and specifically with the contractor. Seacoast Utility
Authority and their employees and agents are specifically
indemnified and held harmless from any actions of the
contractor relating to the safety procedures implemented
during construction and from any claims brought by any persons
regarding safety, personal injury or property damage.
14. MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS
A. Prior to any major deviation from the approved plans.
B. Prior to backfiNing of any trenches containing hydraulic
conduits, so that jointing may be mutually approved.
C. Upon completion of subgrade compacting.
D. At the time of delivery of base material.
E. Upon completion of the base and prior to priming.
F. Immediately prior to and upon the first and second
applications of the plant mixed wearing course.
G. Upon completion of construction. A final inspection will
be made with project representative.
H. 24 Hour notice before inspection is needed.
15. All unsuitable material such as muck, mart, and debris shall
be removed from the limits of construction and legally
disposed. At the engineer's direction, muck may be stockpiled
on the site at designated locations for use in landscaping.
16. Guaranty. All material and equipment to be furnished and /or
installed by the contractor for this project shalt be
guaranteed for a period of one year from the date of final
acceptance thereof, against defective materials, design and
workmanship. Upon receipt of notice from the owner of failure
of any part of the guaranteed equipment or materials during
the guaranty period, the affected part, parts or materials,
shall be replaced promptly with new parts or materials by the
contractor, at no expense to the owner. In the event the
contractor fails to make the necessary replacement or repairs
within seven (7) days after notification by the owner, the
owner may accomplish the work at the expense of the
contractor.
17. As- builts: The contractor shall complete "as- built"
information relative to pipe lengths, materials and any
deviation from plans and provide a copy of such to the owner
and engineer for final acceptance of the contractor's work.
18. Elevations: All elevations refer to N.G.V.D. 1929.
EXISTING GROUND
z
pwaUz
E -U`r
F- ¢X
w � :w
F
� z
I I
- PIPE O.D. + 24"-
12 �% .iL 12"
NOTE:
FOR PLACEMENT OF
BACKFILL OVER PIPE SEE
SPECIFICATION
PROPOSED PIPELINE
> Y z o LOWER QUADRANT TO BE SHAPED TO
N a RECEIVE PIPE BELL AND BARREL
z °m rc`o
-' 1. EXCAVATION SiDE SLOPE SHORING, ETC. SHALL CONFORM TO O.S.H.A.
c¢n� pw
STANDARDS. COMPACT TRENCH BACKFILL TO 987 OF MAXIMUM DENSITY IN
o Q o ACCORDANCE WITH AASHTO. T -180. DENSITY TESTS SHALL BE TAKEN AT 12"
W z° LIFTS EVERY 100' IN PUBLIC RiGHTS -OF -WAY AND 200' IN EASEMENTS.
r ¢
¢ 0 2• BEDDING SHALL CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED AND
GRADED LiMEROCK 3/8 " -7/8" SIZING. UNSUITABLE IN -SITU MATERIALS SUCH
AS MUCK, DEBRIS, HARDPAN AND LARGER ROCKS SHALL BE REMOVED.
3. THE PIPE SHALL BE PLACED IN A DRY TRENCH.
4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK,
MUCK, HARDPAN AND DEBRIS.
5' SEE SEPARATE DETAIL FOR "PIPE INSTALLATION UDDER EXISTING
PAVEMENT -OPEN CUT.
6. THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTER CONDITION
OR AS SPECIFIED IN PERMIT /CONTRACT DOCUMENTS.
TRENCH AN[) 5ACR«ILL I)ETAIL
Id.T.S.
TYPICAL EAFILTR ATION TIRENCR
- .'SELECT . BACKFILL':= 12 INCHES BACKFILL
f PEA GRAY. : 6 INCHES GRAVEL
UNSATURATED
H2 6 INCHES
H PIPE COVER
D DEPTH MINIMUM
PIPE 12 INCHES PERFORATED
MINIMUM PIPE DIAMETER
Ds COARSE ROCK 12 INCHES PIPE BED
MINIMUM
TRENCH WIDTH
u
K(H 2 W + 2H2 Du - Du + 2H2 Ds) + (1.39x10 -4 )WDu.
L = LENGTH OF TRENCH REQUIRED (FEET)
V = VOLUME TREATED (ACRE - INCHES)
W = TRENCH WIDTH (FEET)
K = HYDRAULIC CONDUCTIVITY (CFS /FT.2 - FT.HEAD)
H2 = DEPTH TO WATER TABLE (FEET)
Du = NON- SATURATED TRENCH DEPTH (FEET)
DS = SATURATED TRENCH DEPTH (FEET)
WMEWe
ELEV. 1.00
12" DIA.
PERFORATED PIPE
XFILTRATION TRENCH
ENGTH = 57'
'I COARSE ROCK
3/4" COARSE ROCK WRAPPED IN
FILTER FABRIC
XT-ILTRATION TENCH E) T IL
N.T.
ALEXANDRE PROPERTY
STORM WATER MANAGEMENT CALCULATIONS
1. SITE PLAN DATA:
Total lot area = 31,200 sq. ft.. + (0.72 acres,
A) IMPERVIOUS AREAS (Per various plans, CADD & digital plammeter measurements):
ITEM PROPOSED
Building roof line /walkways /drive /decks 0.26 acres f
Note: square footage has been rounded upward in some instances for estinur ingpurposes,° assumes
driveway as impervious and includes roof overhangs, future project aspects.
B) PERVIOUS AREAS:
19,963 sq.ft. or 0.46 acres f
2. TOWN OF GULFSTREAM CRITERIAIDATA:
3 Year, l Hour Storm = 6.00"
Soil Storage Factor (S)
S =8.18" assumes: coastal soils
compacted soils condition
maximum 4' depth to water table
3. ESTIMATED RUNOFF RATE
SFWMD Formula: Q = -0.2S
P+0.8S
Where Q = Runoff rate in inches
S = Soil storage factor (see soil factor calculations)
P = Rainfall = 6.00" (3 year, l hour storm)
S = 8.18" x 0.46 acres = 5.23"
0.72 acres
Q = j6.0" - 0.2 (5.23 ")1 = 2.41"
6.0" +0.8 (5.2311)
4. ESTIMATED RUNOFF VOLUME FOR 3 YEAR,1 DAY STORM:
Runoff Volume = Runoff Rate x Area
Runoff Volume = 2.41" x 0.72 acres x ft x 43,560 sgAL = 6,299 cu ft.
12in. acre
Existing site contours and recontouring of grades near proposed residential construction will
"manage" this volume on -site within designated areas of property. If necessary, stone
piping/exfiltration trenches will also be used for on -site areas for additional percolation of runoff
volumes.
WATER AND SEWER SEPARATION STATEMEN T
1. STORM AND SANITARY SEWER LINES CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL
DISTANCE OF EIGHTEEN (18) INCHES BETWEEN THE INVERT OF THE UPPER PiPE AND THE CROWN OF THE LOWER PIPE.
WHERE THE MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER
PIPE JOINTS AND WATER MAIN JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN TEN (10)
FEET BETWEEN ANY TWO JOINTS AND BOTH PIPES SHALL BE D.I.P. WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES
CROSSING OVER A WATER MAIN, THE CRITERIA FOR MINIMUM SEPARATION BETWEEN LINES AND JOINTS iN THE ABOVE,
SHALL BE REQUIRED AND BOTH PIPES SHALL BE D.I.P. IRRESPECTIVE OF SEPARATION. D.I.P. IS NOT REQUIRED FOR STORM
SEWERS.
2. MAINTAIN A TEN (10) FEET HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEINER LINE AS A MINIMUM.
3. FORCE MAIN CROSSING WATER MAIN SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF EIGHTEEN (18)
INCHES BETWEEN THE OUTSIDE OF THE FORCE MAIN AND THE OUTSIDE OF THE WATER MAIN WiTH WATER MAIN CROSSING
OVER FORCE MAIN.
PARATION
SEWER SERVICE LATERALS SHALL CROSS UNDER WATER MAINS WITH A MINIMUM VERTICAL SEPARATION OF EIGHTEEN (18)
INCHES. IF EIGHTEEN (18) INCHES VERTICAL SEPARATION CANNOT BE MAINTAINED, THEN THE WATER MAIN SHALL BE DIP
AND THE SANITARY LATERAL C -900 SDR18 OR BETTER AND THE MINIMUM SEPARATION SHALL BE SIX (6) INCHES.
WHEN IT iS NOT POSSIBLE FOR THE WATER MAIN TO CROSS OVER THE SEWER SERVICE LATERAL A MINIMUM VERTICAL
SEPARATION OF AT LEAST TWELVE (12) INCHES MUST BE MAINTAINED. THE WATERMAIN SHALL BE DIP AND THE SEWER
LATERAL SHALL BE C -900 SDR -18 OR BETTER.
IV' NYLOPLA5T E)fRAIN BA5iN
12" PVC iNL
"„'TILE IRON H -20 RATED GRATE
INSERT
4 WEEP HOLE IN
�M OF DRAIN BASIN
ROCK WRAPPED
WITH FILTER FABRIC
R0" GA5T RON GfRATE
RiNG 022.0"
1.10"
looms ■ ■ ■■.
GRATE 018:0" -.�
o
CV
STANDARD GRATE (H -20) RATED
DRAIN AREA -- W.1 SQ INCH
MATERIAL: DUCTILE IRON
QUALITY: MATERIAL SHALL CONFORM TO ASTM A48 -CLASS 305
PAINT: CASTINGS AREA FURNISHED WITH BLACK PAINT
NOTE:
INLET TO HAVE MIN. 18" SUMP AND MIN. 12" CLEARANCE
BETWEEN BOTTOM OF BAFFLE AND BOTTOM OF INLET
CONTOURING PER
IE DESIGN PLAN
INUNE DIRECT RISER
INLET IN SYSTEM
ALL PEP AND PVC PIPING SHALL
PROVIDE A MANNING'S FRICTION FACTOR
OF 0.012 OR LESS, (n < 0.012)
x-90' BEND
PIPE SIZE AND MATERIAL
PER PLAN SHEET LAYOUT
iN &TALLi4TION
N T.S.
12" CAST IRON GRATE
13.50°
N r
STANDARD (H -20) RATED
DRAIN AREA = 62.7 SO. INCH
HINGED GRATE COVER
FOR EASY ACCESS
a
M �?
W LLLLLLLLL
L LLLLLLLL
LI LLLLLL
LL LLLLLL
LLLLLLLL
LLLLLLLL
LLL LLLLLLLL
LLLLLLLL
PEDESTRIAN (H -10) RATED SOLID GRATE
DRAINAREA = 51.0 SQ. INCH
BEGINNING OF SYSTEM
RISER INLET
PEP PIPING, WHERE SPECIFIED,
SHALL BE BY ADS OR AN
APPROVED EQUIVALENT. ALL
FITMGS /a)UPUNGS SHALL BE
'PRO LINK WT" OR 'SERIES 35'
NOTE: SOR 35 OR 900 PVC
WITH 0 -RING BELL AND SPIGOT
JOINTS ARE ACCEPTABLE
EQUIVALENT SYSTEMS
10" DUCTILE IRON GRATE
STANDARD
DRAIN AREA = 29.7 SO. INCH
SOLID DOMED
CASINGS ARE RAIM FOR LIGHT
rxm. LOAD PAW
004M, rumaa suu carrels,
PANT: CASINGS AW FUli MED
1MTN sm PAW
MATERIAL CAST IRON
QUALITY: MATERIAL SHAD_ CONFORM TO
AS' A48 - CLASS 30B
PAINT: CASTINGS ARE FURNISHED WITH
A BLACK PAINT
NOTE:
TYPE OF GRATES & INLETS TO BE COORDINATED WITH ENGINEER
& LANDSCAPE ARCHITECT
PIPE MATERIAL MAY BE PVC, ADS, NDS, OR APPROVED EQUAL
4fREA AIN
DETAIL
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-432-4770
SUNSHINE STATE
ONE CALL OF FLORIDA, INC.
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL
EXISTING UTILITIES FOR FIELD LOCATION OF UNDERGROUND
UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES.
ZOM pj�*4
600"1400, u9WA
Certificate of Authorization *5601
-4047 Okeechobee Blvd., Suite 222
West Palm Beach, FL 33409
Ph: (561) 471 -9863 Fx. (561) 471 -5075
CMYEnvuonmeneAg�tu�ftuial Engff&m g
WaterResouric aru7Development
Groundwater/Hyeoy
Wetland/lJpland" fCabitaf"
Proms�' cctpermittrr'nngg/Management
Golf Gburse Renovatron/Consti�act,vn
MAY ':` 2002
pe
i
002-11
Chad M. Gruber
Florida P.E. X57466
DIGBY
BRIDGES,
MARSH &
ASSOCIATES
INC. P.A.
ARCHITECTS
& PLANNERS.
124 N.E. 5TH AVE.
DELRAY BEACH,
FL. 33483
(561) 278 -1388
FAX: 278 -7841
RENOVATIONS TO:
ALEXANDRI
RESIDENCE
41 BANYAN R[
WLF STREAM
LORIDA 33483
4
A
SPECIFICATIONS
AND
DETAILS
ai
F,
(2152 .0-
NOTE:
All drawings for this project are
to be read in conjunction with
each other. These include, but
are not limited to: Architectural,
Surveying, Structural, Civil,
Mechanical, Electrical, Specialty
Drawings, and Written Spec-
ifications.
Contractor to verify ail existing
site conditions and thoroughly
check elevations and dimensions
before commencing work.
Report to the architect engineer
any discrepancies, error or
conditions that will after
construction as intended by
these drawings. Architect is
not responsible for any work
and /or materials furnished
on the job.
HAND PLACED SELECT
MATERIAL IN 6" LIFTS
TYPICAL EAFILTR ATION TIRENCR
- .'SELECT . BACKFILL':= 12 INCHES BACKFILL
f PEA GRAY. : 6 INCHES GRAVEL
UNSATURATED
H2 6 INCHES
H PIPE COVER
D DEPTH MINIMUM
PIPE 12 INCHES PERFORATED
MINIMUM PIPE DIAMETER
Ds COARSE ROCK 12 INCHES PIPE BED
MINIMUM
TRENCH WIDTH
u
K(H 2 W + 2H2 Du - Du + 2H2 Ds) + (1.39x10 -4 )WDu.
L = LENGTH OF TRENCH REQUIRED (FEET)
V = VOLUME TREATED (ACRE - INCHES)
W = TRENCH WIDTH (FEET)
K = HYDRAULIC CONDUCTIVITY (CFS /FT.2 - FT.HEAD)
H2 = DEPTH TO WATER TABLE (FEET)
Du = NON- SATURATED TRENCH DEPTH (FEET)
DS = SATURATED TRENCH DEPTH (FEET)
WMEWe
ELEV. 1.00
12" DIA.
PERFORATED PIPE
XFILTRATION TRENCH
ENGTH = 57'
'I COARSE ROCK
3/4" COARSE ROCK WRAPPED IN
FILTER FABRIC
XT-ILTRATION TENCH E) T IL
N.T.
ALEXANDRE PROPERTY
STORM WATER MANAGEMENT CALCULATIONS
1. SITE PLAN DATA:
Total lot area = 31,200 sq. ft.. + (0.72 acres,
A) IMPERVIOUS AREAS (Per various plans, CADD & digital plammeter measurements):
ITEM PROPOSED
Building roof line /walkways /drive /decks 0.26 acres f
Note: square footage has been rounded upward in some instances for estinur ingpurposes,° assumes
driveway as impervious and includes roof overhangs, future project aspects.
B) PERVIOUS AREAS:
19,963 sq.ft. or 0.46 acres f
2. TOWN OF GULFSTREAM CRITERIAIDATA:
3 Year, l Hour Storm = 6.00"
Soil Storage Factor (S)
S =8.18" assumes: coastal soils
compacted soils condition
maximum 4' depth to water table
3. ESTIMATED RUNOFF RATE
SFWMD Formula: Q = -0.2S
P+0.8S
Where Q = Runoff rate in inches
S = Soil storage factor (see soil factor calculations)
P = Rainfall = 6.00" (3 year, l hour storm)
S = 8.18" x 0.46 acres = 5.23"
0.72 acres
Q = j6.0" - 0.2 (5.23 ")1 = 2.41"
6.0" +0.8 (5.2311)
4. ESTIMATED RUNOFF VOLUME FOR 3 YEAR,1 DAY STORM:
Runoff Volume = Runoff Rate x Area
Runoff Volume = 2.41" x 0.72 acres x ft x 43,560 sgAL = 6,299 cu ft.
12in. acre
Existing site contours and recontouring of grades near proposed residential construction will
"manage" this volume on -site within designated areas of property. If necessary, stone
piping/exfiltration trenches will also be used for on -site areas for additional percolation of runoff
volumes.
WATER AND SEWER SEPARATION STATEMEN T
1. STORM AND SANITARY SEWER LINES CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL
DISTANCE OF EIGHTEEN (18) INCHES BETWEEN THE INVERT OF THE UPPER PiPE AND THE CROWN OF THE LOWER PIPE.
WHERE THE MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER
PIPE JOINTS AND WATER MAIN JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN TEN (10)
FEET BETWEEN ANY TWO JOINTS AND BOTH PIPES SHALL BE D.I.P. WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES
CROSSING OVER A WATER MAIN, THE CRITERIA FOR MINIMUM SEPARATION BETWEEN LINES AND JOINTS iN THE ABOVE,
SHALL BE REQUIRED AND BOTH PIPES SHALL BE D.I.P. IRRESPECTIVE OF SEPARATION. D.I.P. IS NOT REQUIRED FOR STORM
SEWERS.
2. MAINTAIN A TEN (10) FEET HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEINER LINE AS A MINIMUM.
3. FORCE MAIN CROSSING WATER MAIN SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF EIGHTEEN (18)
INCHES BETWEEN THE OUTSIDE OF THE FORCE MAIN AND THE OUTSIDE OF THE WATER MAIN WiTH WATER MAIN CROSSING
OVER FORCE MAIN.
PARATION
SEWER SERVICE LATERALS SHALL CROSS UNDER WATER MAINS WITH A MINIMUM VERTICAL SEPARATION OF EIGHTEEN (18)
INCHES. IF EIGHTEEN (18) INCHES VERTICAL SEPARATION CANNOT BE MAINTAINED, THEN THE WATER MAIN SHALL BE DIP
AND THE SANITARY LATERAL C -900 SDR18 OR BETTER AND THE MINIMUM SEPARATION SHALL BE SIX (6) INCHES.
WHEN IT iS NOT POSSIBLE FOR THE WATER MAIN TO CROSS OVER THE SEWER SERVICE LATERAL A MINIMUM VERTICAL
SEPARATION OF AT LEAST TWELVE (12) INCHES MUST BE MAINTAINED. THE WATERMAIN SHALL BE DIP AND THE SEWER
LATERAL SHALL BE C -900 SDR -18 OR BETTER.
IV' NYLOPLA5T E)fRAIN BA5iN
12" PVC iNL
"„'TILE IRON H -20 RATED GRATE
INSERT
4 WEEP HOLE IN
�M OF DRAIN BASIN
ROCK WRAPPED
WITH FILTER FABRIC
R0" GA5T RON GfRATE
RiNG 022.0"
1.10"
looms ■ ■ ■■.
GRATE 018:0" -.�
o
CV
STANDARD GRATE (H -20) RATED
DRAIN AREA -- W.1 SQ INCH
MATERIAL: DUCTILE IRON
QUALITY: MATERIAL SHALL CONFORM TO ASTM A48 -CLASS 305
PAINT: CASTINGS AREA FURNISHED WITH BLACK PAINT
NOTE:
INLET TO HAVE MIN. 18" SUMP AND MIN. 12" CLEARANCE
BETWEEN BOTTOM OF BAFFLE AND BOTTOM OF INLET
CONTOURING PER
IE DESIGN PLAN
INUNE DIRECT RISER
INLET IN SYSTEM
ALL PEP AND PVC PIPING SHALL
PROVIDE A MANNING'S FRICTION FACTOR
OF 0.012 OR LESS, (n < 0.012)
x-90' BEND
PIPE SIZE AND MATERIAL
PER PLAN SHEET LAYOUT
iN &TALLi4TION
N T.S.
12" CAST IRON GRATE
13.50°
N r
STANDARD (H -20) RATED
DRAIN AREA = 62.7 SO. INCH
HINGED GRATE COVER
FOR EASY ACCESS
a
M �?
W LLLLLLLLL
L LLLLLLLL
LI LLLLLL
LL LLLLLL
LLLLLLLL
LLLLLLLL
LLL LLLLLLLL
LLLLLLLL
PEDESTRIAN (H -10) RATED SOLID GRATE
DRAINAREA = 51.0 SQ. INCH
BEGINNING OF SYSTEM
RISER INLET
PEP PIPING, WHERE SPECIFIED,
SHALL BE BY ADS OR AN
APPROVED EQUIVALENT. ALL
FITMGS /a)UPUNGS SHALL BE
'PRO LINK WT" OR 'SERIES 35'
NOTE: SOR 35 OR 900 PVC
WITH 0 -RING BELL AND SPIGOT
JOINTS ARE ACCEPTABLE
EQUIVALENT SYSTEMS
10" DUCTILE IRON GRATE
STANDARD
DRAIN AREA = 29.7 SO. INCH
SOLID DOMED
CASINGS ARE RAIM FOR LIGHT
rxm. LOAD PAW
004M, rumaa suu carrels,
PANT: CASINGS AW FUli MED
1MTN sm PAW
MATERIAL CAST IRON
QUALITY: MATERIAL SHAD_ CONFORM TO
AS' A48 - CLASS 30B
PAINT: CASTINGS ARE FURNISHED WITH
A BLACK PAINT
NOTE:
TYPE OF GRATES & INLETS TO BE COORDINATED WITH ENGINEER
& LANDSCAPE ARCHITECT
PIPE MATERIAL MAY BE PVC, ADS, NDS, OR APPROVED EQUAL
4fREA AIN
DETAIL
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-432-4770
SUNSHINE STATE
ONE CALL OF FLORIDA, INC.
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL
EXISTING UTILITIES FOR FIELD LOCATION OF UNDERGROUND
UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES.
ZOM pj�*4
600"1400, u9WA
Certificate of Authorization *5601
-4047 Okeechobee Blvd., Suite 222
West Palm Beach, FL 33409
Ph: (561) 471 -9863 Fx. (561) 471 -5075
CMYEnvuonmeneAg�tu�ftuial Engff&m g
WaterResouric aru7Development
Groundwater/Hyeoy
Wetland/lJpland" fCabitaf"
Proms�' cctpermittrr'nngg/Management
Golf Gburse Renovatron/Consti�act,vn
MAY ':` 2002
pe
i
002-11
Chad M. Gruber
Florida P.E. X57466
DIGBY
BRIDGES,
MARSH &
ASSOCIATES
INC. P.A.
ARCHITECTS
& PLANNERS.
124 N.E. 5TH AVE.
DELRAY BEACH,
FL. 33483
(561) 278 -1388
FAX: 278 -7841
RENOVATIONS TO:
ALEXANDRI
RESIDENCE
41 BANYAN R[
WLF STREAM
LORIDA 33483
4
A
SPECIFICATIONS
AND
DETAILS
ai
F,
(2152 .0-
NOTE:
All drawings for this project are
to be read in conjunction with
each other. These include, but
are not limited to: Architectural,
Surveying, Structural, Civil,
Mechanical, Electrical, Specialty
Drawings, and Written Spec-
ifications.
Contractor to verify ail existing
site conditions and thoroughly
check elevations and dimensions
before commencing work.
Report to the architect engineer
any discrepancies, error or
conditions that will after
construction as intended by
these drawings. Architect is
not responsible for any work
and /or materials furnished
on the job.
TRENCH WIDTH
u
K(H 2 W + 2H2 Du - Du + 2H2 Ds) + (1.39x10 -4 )WDu.
L = LENGTH OF TRENCH REQUIRED (FEET)
V = VOLUME TREATED (ACRE - INCHES)
W = TRENCH WIDTH (FEET)
K = HYDRAULIC CONDUCTIVITY (CFS /FT.2 - FT.HEAD)
H2 = DEPTH TO WATER TABLE (FEET)
Du = NON- SATURATED TRENCH DEPTH (FEET)
DS = SATURATED TRENCH DEPTH (FEET)
WMEWe
ELEV. 1.00
12" DIA.
PERFORATED PIPE
XFILTRATION TRENCH
ENGTH = 57'
'I COARSE ROCK
3/4" COARSE ROCK WRAPPED IN
FILTER FABRIC
XT-ILTRATION TENCH E) T IL
N.T.
ALEXANDRE PROPERTY
STORM WATER MANAGEMENT CALCULATIONS
1. SITE PLAN DATA:
Total lot area = 31,200 sq. ft.. + (0.72 acres,
A) IMPERVIOUS AREAS (Per various plans, CADD & digital plammeter measurements):
ITEM PROPOSED
Building roof line /walkways /drive /decks 0.26 acres f
Note: square footage has been rounded upward in some instances for estinur ingpurposes,° assumes
driveway as impervious and includes roof overhangs, future project aspects.
B) PERVIOUS AREAS:
19,963 sq.ft. or 0.46 acres f
2. TOWN OF GULFSTREAM CRITERIAIDATA:
3 Year, l Hour Storm = 6.00"
Soil Storage Factor (S)
S =8.18" assumes: coastal soils
compacted soils condition
maximum 4' depth to water table
3. ESTIMATED RUNOFF RATE
SFWMD Formula: Q = -0.2S
P+0.8S
Where Q = Runoff rate in inches
S = Soil storage factor (see soil factor calculations)
P = Rainfall = 6.00" (3 year, l hour storm)
S = 8.18" x 0.46 acres = 5.23"
0.72 acres
Q = j6.0" - 0.2 (5.23 ")1 = 2.41"
6.0" +0.8 (5.2311)
4. ESTIMATED RUNOFF VOLUME FOR 3 YEAR,1 DAY STORM:
Runoff Volume = Runoff Rate x Area
Runoff Volume = 2.41" x 0.72 acres x ft x 43,560 sgAL = 6,299 cu ft.
12in. acre
Existing site contours and recontouring of grades near proposed residential construction will
"manage" this volume on -site within designated areas of property. If necessary, stone
piping/exfiltration trenches will also be used for on -site areas for additional percolation of runoff
volumes.
WATER AND SEWER SEPARATION STATEMEN T
1. STORM AND SANITARY SEWER LINES CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL
DISTANCE OF EIGHTEEN (18) INCHES BETWEEN THE INVERT OF THE UPPER PiPE AND THE CROWN OF THE LOWER PIPE.
WHERE THE MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER
PIPE JOINTS AND WATER MAIN JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN TEN (10)
FEET BETWEEN ANY TWO JOINTS AND BOTH PIPES SHALL BE D.I.P. WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES
CROSSING OVER A WATER MAIN, THE CRITERIA FOR MINIMUM SEPARATION BETWEEN LINES AND JOINTS iN THE ABOVE,
SHALL BE REQUIRED AND BOTH PIPES SHALL BE D.I.P. IRRESPECTIVE OF SEPARATION. D.I.P. IS NOT REQUIRED FOR STORM
SEWERS.
2. MAINTAIN A TEN (10) FEET HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEINER LINE AS A MINIMUM.
3. FORCE MAIN CROSSING WATER MAIN SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF EIGHTEEN (18)
INCHES BETWEEN THE OUTSIDE OF THE FORCE MAIN AND THE OUTSIDE OF THE WATER MAIN WiTH WATER MAIN CROSSING
OVER FORCE MAIN.
PARATION
SEWER SERVICE LATERALS SHALL CROSS UNDER WATER MAINS WITH A MINIMUM VERTICAL SEPARATION OF EIGHTEEN (18)
INCHES. IF EIGHTEEN (18) INCHES VERTICAL SEPARATION CANNOT BE MAINTAINED, THEN THE WATER MAIN SHALL BE DIP
AND THE SANITARY LATERAL C -900 SDR18 OR BETTER AND THE MINIMUM SEPARATION SHALL BE SIX (6) INCHES.
WHEN IT iS NOT POSSIBLE FOR THE WATER MAIN TO CROSS OVER THE SEWER SERVICE LATERAL A MINIMUM VERTICAL
SEPARATION OF AT LEAST TWELVE (12) INCHES MUST BE MAINTAINED. THE WATERMAIN SHALL BE DIP AND THE SEWER
LATERAL SHALL BE C -900 SDR -18 OR BETTER.
IV' NYLOPLA5T E)fRAIN BA5iN
12" PVC iNL
"„'TILE IRON H -20 RATED GRATE
INSERT
4 WEEP HOLE IN
�M OF DRAIN BASIN
ROCK WRAPPED
WITH FILTER FABRIC
R0" GA5T RON GfRATE
RiNG 022.0"
1.10"
looms ■ ■ ■■.
GRATE 018:0" -.�
o
CV
STANDARD GRATE (H -20) RATED
DRAIN AREA -- W.1 SQ INCH
MATERIAL: DUCTILE IRON
QUALITY: MATERIAL SHALL CONFORM TO ASTM A48 -CLASS 305
PAINT: CASTINGS AREA FURNISHED WITH BLACK PAINT
NOTE:
INLET TO HAVE MIN. 18" SUMP AND MIN. 12" CLEARANCE
BETWEEN BOTTOM OF BAFFLE AND BOTTOM OF INLET
CONTOURING PER
IE DESIGN PLAN
INUNE DIRECT RISER
INLET IN SYSTEM
ALL PEP AND PVC PIPING SHALL
PROVIDE A MANNING'S FRICTION FACTOR
OF 0.012 OR LESS, (n < 0.012)
x-90' BEND
PIPE SIZE AND MATERIAL
PER PLAN SHEET LAYOUT
iN &TALLi4TION
N T.S.
12" CAST IRON GRATE
13.50°
N r
STANDARD (H -20) RATED
DRAIN AREA = 62.7 SO. INCH
HINGED GRATE COVER
FOR EASY ACCESS
a
M �?
W LLLLLLLLL
L LLLLLLLL
LI LLLLLL
LL LLLLLL
LLLLLLLL
LLLLLLLL
LLL LLLLLLLL
LLLLLLLL
PEDESTRIAN (H -10) RATED SOLID GRATE
DRAINAREA = 51.0 SQ. INCH
BEGINNING OF SYSTEM
RISER INLET
PEP PIPING, WHERE SPECIFIED,
SHALL BE BY ADS OR AN
APPROVED EQUIVALENT. ALL
FITMGS /a)UPUNGS SHALL BE
'PRO LINK WT" OR 'SERIES 35'
NOTE: SOR 35 OR 900 PVC
WITH 0 -RING BELL AND SPIGOT
JOINTS ARE ACCEPTABLE
EQUIVALENT SYSTEMS
10" DUCTILE IRON GRATE
STANDARD
DRAIN AREA = 29.7 SO. INCH
SOLID DOMED
CASINGS ARE RAIM FOR LIGHT
rxm. LOAD PAW
004M, rumaa suu carrels,
PANT: CASINGS AW FUli MED
1MTN sm PAW
MATERIAL CAST IRON
QUALITY: MATERIAL SHAD_ CONFORM TO
AS' A48 - CLASS 30B
PAINT: CASTINGS ARE FURNISHED WITH
A BLACK PAINT
NOTE:
TYPE OF GRATES & INLETS TO BE COORDINATED WITH ENGINEER
& LANDSCAPE ARCHITECT
PIPE MATERIAL MAY BE PVC, ADS, NDS, OR APPROVED EQUAL
4fREA AIN
DETAIL
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-432-4770
SUNSHINE STATE
ONE CALL OF FLORIDA, INC.
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL
EXISTING UTILITIES FOR FIELD LOCATION OF UNDERGROUND
UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES.
ZOM pj�*4
600"1400, u9WA
Certificate of Authorization *5601
-4047 Okeechobee Blvd., Suite 222
West Palm Beach, FL 33409
Ph: (561) 471 -9863 Fx. (561) 471 -5075
CMYEnvuonmeneAg�tu�ftuial Engff&m g
WaterResouric aru7Development
Groundwater/Hyeoy
Wetland/lJpland" fCabitaf"
Proms�' cctpermittrr'nngg/Management
Golf Gburse Renovatron/Consti�act,vn
MAY ':` 2002
pe
i
002-11
Chad M. Gruber
Florida P.E. X57466
DIGBY
BRIDGES,
MARSH &
ASSOCIATES
INC. P.A.
ARCHITECTS
& PLANNERS.
124 N.E. 5TH AVE.
DELRAY BEACH,
FL. 33483
(561) 278 -1388
FAX: 278 -7841
RENOVATIONS TO:
ALEXANDRI
RESIDENCE
41 BANYAN R[
WLF STREAM
LORIDA 33483
4
A
SPECIFICATIONS
AND
DETAILS
ai
F,
(2152 .0-
NOTE:
All drawings for this project are
to be read in conjunction with
each other. These include, but
are not limited to: Architectural,
Surveying, Structural, Civil,
Mechanical, Electrical, Specialty
Drawings, and Written Spec-
ifications.
Contractor to verify ail existing
site conditions and thoroughly
check elevations and dimensions
before commencing work.
Report to the architect engineer
any discrepancies, error or
conditions that will after
construction as intended by
these drawings. Architect is
not responsible for any work
and /or materials furnished
on the job.
1!
EXISTING
SHED
11116111111111111
............. ............
..... ...... ....... . ...
..................
...........
200.0'
EXIST. W01 DOCK
BLOCK 3
111611111111INI
EXISTING
CORAL STONE
PATIO
I
Lq___J
EXISTING
I -STORY (
RESIDEN<
L----------
EXISTING
PAVED DRIVE
SITE PLAN-_
as
rn
7
C\_J
C13
co
O
C-D
A
BANYAN, ROAD
18' OF PAVING
I
i�
it
X
o III
itX
X
Lx
ICi to
A U-7
TOWN OF GULF STEAM SITE DATA TABLE
GROSS LOT AREA
31,200 sq.ft.
DEMO. NEW NET
(GUEST HOUSE)
-- - - - - - - - - - -- I r.-- -.._...1-
L- — — — - - - - - - - - J
- - - ---
— — --
4,271 sq.ft.
NA.
693 sq.ft.
4,964 sq.ft.
CEILINGS OVER 15' (x2)
- - - - — — —
- - - -- --rte _
NA
NA
NA
2nd. FLOOR AREA (LIVING)
NA
NA
21
NA
1st. FLOOR COVERED
NA
NA
NA
NA
2nd. FLOOR COVERED
NA
NA
NA
NA
V7— — — — — — — — — — — —
NA
NA
NA
NA
GARAGE
463 sq.ft.
NA
NA
463 sq.ft.
GROSS FLOOR AREA
4,734 sq.ft.
NA
693 sq.ft.
5,427 sq.ft.
toll—
96 sq.ft.
NA
— — — — — — — — — — — — — -
96 sq.ft.
-------- - - - - -J
sq.ft.
FIRST 20,000 X .33
6,600 sq.ft.
OVER 20,000 X .20
L
- ------ ------ -- - - -1 -
TOTAL HARDSCAPE AREA
5,464 sq.ft.
17%
REQUIRED LANDSCAPE(40% OF LOT)
12,380 sq.ft.
— — — — — — — — — — — —
— — — — — — — — — — — — — — — — - — — — — — — — — — — — —
troll
sq.ft. 1
64%
EXISTING
EXISTING
TRELLIS
i
CORAL STONE
PERGOLA
PAT10
Lo",
_J
— — — — — — — — — — — — — —
— — — — — — — — — — —
ir,
rroll
Lo
—
— — — — — — — — — — — — — — — —
— — — — — — — — — — — —
EXISTING
CORAL STONE
PATIO
I
Lq___J
EXISTING
I -STORY (
RESIDEN<
L----------
EXISTING
PAVED DRIVE
SITE PLAN-_
as
rn
7
C\_J
C13
co
O
C-D
A
BANYAN, ROAD
18' OF PAVING
I
i�
it
X
o III
itX
X
Lx
ICi to
A U-7
TOWN OF GULF STEAM SITE DATA TABLE
GROSS LOT AREA
31,200 sq.ft.
DEMO. NEW NET
(GUEST HOUSE)
EFFECTIVE LOT AREA
F.A.R. CALCULATIONS
30,950 sq.ft-
EXIST.
(MAIN HOUSE)
list. FLOOR AREA (LIVING)
4,271 sq.ft.
NA.
693 sq.ft.
4,964 sq.ft.
CEILINGS OVER 15' (x2)
NA
NA
NA
NA
2nd. FLOOR AREA (LIVING)
NA
NA
NA
NA
1st. FLOOR COVERED
NA
NA
NA
NA
2nd. FLOOR COVERED
NA
NA
NA
NA
AWNINGS>3' & SCREEN ENCL. 0 50%
NA
NA
NA
NA
GARAGE
463 sq.ft.
NA
NA
463 sq.ft.
GROSS FLOOR AREA
4,734 sq.ft.
NA
693 sq.ft.
5,427 sq.ft.
OUT BUILDINGS
96 sq.ft.
NA
NA
96 sq.ft.
TOTAL FLOOR AREA PROPOSED --- 115,523
sq.ft.
FIRST 20,000 X .33
6,600 sq.ft.
OVER 20,000 X .20
2,190 sq.ft.
TOTAL ALLOWABLE F.A.R.
PER MANUAL
r—
8,790 sq.ft L_
TOTAL HARDSCAPE AREA
5,464 sq.ft.
17%
REQUIRED LANDSCAPE(40% OF LOT)
12,380 sq.ft.
40%
ACTUAL LANDSCAPE 119,963
sq.ft. 1
64%
x_x_x_x
Lot 3, Block 3, Together with lot 2, Block 3,
less the west 10 feet of the south half of said
lot 2, Plot No.1, Polo Fields, As recorded in plot
book 26, Page 13 of the Public Records of Palm
Beach 'County, Florida.
ADDRESS
Mr. & Mrs. Alexandre
541 Banyan Rd.
Gulf Streo-n, Florida 33483
-'SAI 24 A v
LOCATION MAP
RECEIVED
DIGBY
BRIDGES,
MARSH &
ASSOCIATES
INC. P.A.
ARCHITECTS
& PLANNERS.
124 N.E. 5TH AVE.
DELRAY BEACH,
FL. 33483
(561) 278-1388
FAX: 278-7841
GILF STREAM
F FLORIDA
J
2 ===152
NOTE:
All drawings for this project are
to be read in conjunction with
each other. These include, but
are not limited to: Architectural,
Surveying, Structural, Civil,
Mechanical, Electrical, Specialty
Drawings, and Written Spec-
ifications.
Contractor to verify all existing
site conditions and thoroughly
check elevations and dimensions
before commencing work.
Report to the architect engineer
any discrepancies, error or
conditions that will alter
construction as intended by
these drawings. Architect is
not responsible for any work
and/or materials furnished
on the job.
Q
DIGBY
BRIDGES,
MARSH &
ASSOCIATES
INC. P.A.
ARCHITECTS
& PLANNERS.
124 N.E. 5TH AVE.
DELRAY BEACH,
FL. 33483
(561) 278-1388
FAX: 278-7841
GILF STREAM
F FLORIDA
J
2 ===152
NOTE:
All drawings for this project are
to be read in conjunction with
each other. These include, but
are not limited to: Architectural,
Surveying, Structural, Civil,
Mechanical, Electrical, Specialty
Drawings, and Written Spec-
ifications.
Contractor to verify all existing
site conditions and thoroughly
check elevations and dimensions
before commencing work.
Report to the architect engineer
any discrepancies, error or
conditions that will alter
construction as intended by
these drawings. Architect is
not responsible for any work
and/or materials furnished
on the job.
CIO
CSJ
CD
"t-
CD
7-
CIO
LLJ
54"
FLOOR PLAN
002 -11
NORTH
DIGBY
BRIDGES,
MARSH &
ASSOCIATES
INC. P.A.
ARCHITECTS
& PLANNERS.
124 N.E. 5TH AVE.
DELRAY BEACH,
FL. 33483
(561) 278-1388
FAX: 278-7841
RENOVATIONS TO:
ALEXANDRI
RESIDENCE
GULF STREAM
FLORIDA
M AIN
HOUSE
F LOO R
PLANS
4
2152
NOTE:
All drawings for this project are
to be read in conjunction with
each other. These include, but
are not limited to: Architectural,
Surveying, Structural, Civil,
Mechanical, Electrical, Specialty
Drawings, and Written Spec-
ifications.
Contractor to verify all existing
site conditions and thoroughly
check elevations and dimensions
before commencing work.
Report to the architect engineer
any discrepancies, error or
conditions that will alter
construction as intended by
these drawings. Architect is
not responsible for any work
and/or materials furnished
on the job.
Tp
C=5/15/02
MM
1/4 "m1' -0"
A_2
FLAT CEMENT TILE ROOF
(WHITE) TO MATCH EXIST
WOOD CROWN MOULDING
(PAINTED WHITE TO MATCH EXIST.)
1x6 WOOD FASCIA
(PAINTED WHITE TO MATCH EXIST.)
WOOD /ALUMINUM FRENCH
DOOR (WHITE)
W STUCCO FINISH
(PAINTED WHITE TO MATCH EXIST.)
CONT. RAISED WATER TABLE
FIXED WOOD LOUVERED
VENT
EAST ELEVATION.
FLAT CEMENT TILE ROOF
(WHITE) TO MATCH EXIST
12
WOOD CROWN MOULDING EXIST.H 5
(PAINTED WHITE TO MATCH EXIST.)
1x6 WOOD FASCIA
(PAINTED WHITE TO MATCH EXIST.)
WOOD /ALUMINUM FRENCH —�
DOORS (WHITE) 2 * -2"
" STUCCO FINISH FL
(PAINTED MITE TO MATCH EXIST.) I IF
CONT. RAISED WATER TABLE
FLAT CEMENT TILE ROOF
(WHITE) TO MATCH EXIST
WOOD CROWN MOULDING
(PAINTED WHITE TO MATCH EXIST.)
1x6 WOOD FASCIA
(PAINTED WHITE TO MATCH EXIST.)
WOOD /ALUMINUM CASEMENT
WINDOW (WHITE)
DECORATIVE ALUMINUM
SHUTTERS
RAISED STUCCO
Ji LL
STUCCO FINISH
( PAINNTED WHITE TO MATCH EXIST.)
CONT. RP ISED WATER TABLE
N
m
3
m
3
'D
Z
C
J
N
N
m
0
i
m
m
N
C7
12
5 MATCH
EXIST._
v
WEST ELEVATION
FLAT CEMENT TILE ROOF
(WHITE) TO MATCH EXIST —°
WOOD CROWN MOULDING
(PAINTED WHITE TO MATCH EXIST.)
1x6 WOOD FASCIA
(PAINTED WHITE TO MATCH EXIST.) —
WOOD /ALUMINUM CASEMENT
WINDOW (WHITE)
RAISED STUCCO
SILL
%" STUCCO FINISH
(PAINTED WHITE TO MATCH EXIST.)
CONT. RAISED WATER TABLE
12
5 t MA
EXIST. TCH
12
MATCHEXIST -
.
2' -2"
----SOUTH ELEVATION
—2"
f12' -4" = 19' -10" NGVD
%AFT.O.RIDGE
+8' -4" = 15' -10" NGVD
T.O. BEAM
0.0 = 7.5' NGVD
FIN.FLR.
2' -2"
RAISED STUCCO
BAND
±12' -4°' = 19' -10" NGVD
T.O.RIDGE
.ilh +8' -4" = 15' -10" NGVD
T.O. BEAM
0.0= 7.5'NGVD
FIN.FLR.
I
0
(
t12' -4" = 19' -10" NGVD
LO.RIDGE
I
d-% +8' -4" = 15' -10" NGVD
\AFT.O. BEAM
: ;,) .0 = 7.5' NGVU
�i' FIN.FLR.
F,
17' -4"
Ll.._..__ —..— — __ —..—. _ _ �
FLOOR PLAN
I.M. 'A
I�
.
RECEIVED
2 ny�qp"il
Sv:�O,_
4 Chi\ 5 .. °w v 9�wFyw �yt.
002°11
DIGBY
BRIDGES,
MARSH &
ASSOCIATES
INC. P.A.
ARCHITECTS
& PLANNERS.
124 N.E. 5TH AVE.
DELRAY BEACH,
FL. 33483
(561) 278 -1388
FAX: 278 -7841
RENOVATIONS TO:
ALEXANDRI
FLORIDA
i
M
s.
b
NOTE:
All drawings for this project are
to be read in conjunction with
each other. These include, but
are not limited to: Architectural,
Surveying, Structural, Civil,
Mechanical, Electrical, Specialty
Drawings, and Written Spec-
ifications.
Contractor to verify all existing
site conditions and thoroughly
check elevations and dimensions
before commencing work.
Report to the architect engineer
any discrepancies, error or
conditions that will alter
construction as intended by
these drawings. Architect is
not responsible for any work
and /or materials furnished
on the job.
FLAT CEMENT TILE ROOF
(WHITE) TO MATCH EXIST
WOOD CROWN MOULDING
(PAINTED WHITE TO MATCH EXIST.)
1x6 WOOD FASCIA
(PAINTED WHITE TO MATCH EXIST.)
WOOD /ALUMINUM FRENCH
DOOR (WHITE)
W STUCCO FINISH
(PAINTED WHITE TO MATCH EXIST.)
CONT. RAISED WATER TABLE
FIXED WOOD LOUVERED
VENT
FLAT CEMENT TILE ROOF
(WHITE) TO MATCH EXIST
WOOD CROWN MOULDING
(PAINTED WHITE TO MATCH EXIST.)
1x6 WOOD FASCIA
(PAINTED WHITE TO MATCH EXIST.)
WOOD /ALUMINUM FRENCH
DOORS (WHITE)
W STUCCO FINISH
(PAINTED WHITE TO MATCH EXIST.)
CONT. RAISED WATER TABLE
2' -2'
NORTH ELEVATION
FLAT CEMENT TILE ROOF
(WHITE) TO MATCH EXIST
WOOD CROWN MOULDING
(PAINTED WHITE TO MATCH EXIST.)
1x6 WOOD FASCIA
(PAINTED WHITE TO MATCH EXIST.)
WOOD /ALUMINUM CASEMENT
WINDOW (WHITE)
DECORATIVE ALUMINUM
SHUTTERS
RAISED STUCCO
nil 1
STUCCO FINISH
(PAINTED WHITE TO MATCH EXIST.)
CONT. RAISED WATER TABLE
N
B
N
m
N
N
3
a
3
Z
C
N
N
0
N
N
C-0
V_
EAST ELEVATION
12
MATCH 55
EXIST.
f12' -4" = 19' -10" NGVD
T.O.RIDGE
0t+8' -4" = 15' -10" NGVD
T.O. BEAM
IE ::IF- JE _1E: -IF
IE IE 7F
T H EE t
0.0 = 7.5' NGVD
FIN.FLR.
FIXED WOOD LOUVERED
VENT
FLAT CEMENT TILE ROOF
(WHITE) TO MATCH EXIST
12
EXIST. 5 WOOD CROWN MOULDING
(PAINTED WHITE TO MATCH EXIST.)
1x6 WOOD FASCIA
(PAINTED WHITE TO MATCH EXIST.)
WEST ELEVATION
WOOD /ALUMINUM CASEMENT
WINDOW (WHITE)
nct'n0A -h%JC A4 i 1im:11 M
SHUTTERS
RAISED STUCCO
C-11
' STUCCO FINISH
(PAINTED WHITE TO MATCH EXIST.)
CONT. RAISED WATER TABLE
12
5J MATCH
EXIST.
SOUTH ELEVATION
2' -2"
RAISED STUCCO
BAND
otf12' -4" = 19' -10" NGVD
T.O.RIDGE
i1 +8' -4" = 15' -10" NGVD
T.O. BEAM
0.0 = 7.5' NGVD
FIN.FLR.
AIN±12'-4" = 19' -10" NGVD
T.O.RIDGE
0L+8' -4" = 15' -10" NGVD
T.O. BEAM
�Q
0
a
FLOOR PLAN
IM-1
00"06 111101�
RECEIVED
tit
DIGBY
BRIDGES,
MARSH &
ASSOCIATES
INC. P.A.
ARCHITECTS
& PLANNERS.
124 N.E. 5TH AVE.
DELRAY BEACH,
FL. 33483
(561) 278 -1388
FAX: 278 -7841
0
cz
0
U
RENOVATIONS TO:
ALEXANDRI
RESIDENCE
GULF STREAM
FLORIDA
0
PROPOSED
GUEST
HOUSE
2152 1-.0
NOTE:
All drawings for this project are
to be read in conjunction with
each other. These include, but
are not limited to: Architectural,
Surveying, Structural, Civil,
Mechanical, Electrical, Specialty
Drawings, and Written Spec-
ifications.
Contractor to verify all existing
site conditions and thoroughly
check elevations and dimensions
before commencing work.
Report to the architect engineer
any discrepancies, error or
conditions that will alter
construction as intended by
these drawings. Architect is
not responsible for any work
and /or materials furnished
on the job.
==TP -d
5/15/02 MM �
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RIGHT ELEVATION
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IN loom
LEFT ELEVATION
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y
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RECEIVED
u
DIGBY
BRIDGES,
MARSH &
ASSOCIATES
INC. P.A.
ARCHITECTS
& PLANNERS.
124 N.E. 5TH AVE.
DELRAY BEACH,
FL. 33483
(561) 278 -1388
FAX: 278 -7841
U
N
RENOVATIONS TO:
ALEXANDRI
RESIDENCE
GULF STREAM
FLORIDA A
0
C EXISTING
EXTERIOR
ELEVATIONS
2152
NOTE:
All drawings for this project are
to be read in conjunction with
each other, These include, but
are not limited to: Architectural,
Surveying, Structural, Civil,
Mechanical, Electrical, Specialty
Drawings, and Written Spec-
ifications.
Contractor to verify all existing
site conditions and thoroughly
check elevations and dimensions
before commencing work.
Report to the architect engineer
any discrepancies, error or
conditions that will alter
construction as intended by
these drawings. Architect is
not responsible for any work
and /or materials furnished
on the job.
Tp ti
CC15/02 C5/
MM
1/4 "mT -0"
A -4
b
EXISTING
DUJF. [)ATE PALMS
x , /
( I
EXISTING CHINESE FAN PALM51
/ \ r
X /
ki
/
X /
1
EXISTING x _
FICUS '
/
/
! x
I
1 X
\ \ \' EXI5TII
SNi�U
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1 !
1 t
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EXISTING
FICUS
1
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1 \i
\ j
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SHED
rx
TOW
x _:.
EXIST. CATCH
BASIN -
x
x
1
X
1
x
IN 1 \
X
10
/Y I L
i
— 200.0' — — — — — — — — — — — — — — — —
EXIST. WO D DOCK
EXIST. / � \
SN�:U�S EXISTING
PAUIROT 15 PALM
EXISTING
CHINESE FAN PALMS
11 71
k
1 \
r
I
{
EXISTING
COCONUT Pr4UM�'� - -- E�CI5T.\
6HRU55
\
EXISTING
CLUS1,45 \
LAWN \
BLOCK 3 \�� /'- LOT 3
L AU N I ,X
EXIST, \
S4RUE35 \
\ r t
/
\\ i x
7
X I sT.
CLU51A TREES ----- - - - - -- I-- ____ - - - - -- - - -- - - EXIST. s�--PU -
��.�----- - - - - -- -fray \\ I x x
�� ----- - - - - -- - --� I
e L- A----------- - - - --� - - -- I ,'�1
iPLANT L I5T
KEY QTY PLANT AND SPECIFICATION
TREES AND PALMS
PR3 2 Phoenix roebelenii (Pygmy Date Palm)
5' ht., full, triple
SHRUBS, GzROUNDCOVERS AND ACCENTS
PLU 26 Plumbago 'Imperial Blue'
20' ht., 20' spr., 2' o.c., full
CHR 41 Ch sobalanus icaco (Cocoplum)
24' t., 24' spr., full 2' O.G., 3 gal.
— 1 \ 1 1- - -- ----- - - - -
1 \ L-------- - - - - -- ------ - - - - -- I Lx—x--X—X—X-
'T .�-- --- - - - `�r �a EXISTING 11 ' 1 1 CORAL STONE EXi• PATIO
SOUG�IwILLEA
NOTES
All plant material to be Florida I or better.
------ - -__ -� ------- ---- -- Sod to be St. Augustine'Floratam', contractor to determine quantlty.
- - --
------------- I I
EXISTING I - - -- I ��' , I All sod and landscape to receive 100' coverage from automatic irrigation system
CORAL i PAT10 STONE �' using approved water source.
Contractor responsible for all conditions and landscape specifications attached to this
plant list. Plan and specifications shall be considered Contract Documents.
Mulch, topsoil, and fertilizer to be applied according to specifications.
EXi&TING
►, I ; I SPECIFICATIONS
i NOMENCLATURE. All plant material used shall be true to dame and size in conformit y
II II 1 i 5 I O E3 5 I I P
with the Florida Nurses , s Grades and Standards, and shall be Florida Grade I or better.
1 1 11 ` i I ( Plants which do not meet specifications will not be accepted.
— — — — — — ► I I i ` _� 1 i PLANT LISTS: Quantities, sizes, and location of plants will be determined N plan and plant lists.
61ze of plant shall take precedent over container size. Spacing of gqround coves will be determined by
plant lists. Quantities shown on plant lists are to be used as a guideline only. Contractor will be
responsible for verification of actual quantities called for on plans. Discrepancies should be
brought to the attention of the Landscape Architect.
SUBSTITUTIONS: No substitutions shall be accepted without consent of Landscape Architect.
j
1 i j
1-4 Any intended substitutions shall be detailed on the bid.
I , PLANTING SOIL: Topsoil shall be clean, sterile, and free of debris or other foreign material.
I ( I I I Trees and palms shall be planted with a min. of 8' topsoil (509'. muck, 5M. sand) on sides
and bottom of root ball. booted cuttings shall be planted in beds with a min. of 4' of topsoil
p
worked into the to 6' of exists soil.
' I I FERTILIZER. Palm and Tropical fertilizer (12 -4 -12) or approved equal shall be applied after planting
5 (0� 4
EXISTING n I i 1 I - ; ; ; I ( and prior to mulching per manufacture's recommended application rates.
MULCH: All trees shall be mulched with 3' of approved shredded mulch in a 3 foot dia. circle. All shrubs
and grexmeieove beds shall be mulched with 3 ppr p
of a oved shredded mulch in beds shown on Ian or in
I
XI cJ-r I i beds 3 wide for hedges. Mulch should be Grade A unless otherwise approved.
I
I I I I ' I _ ' i I , I ► I ; PLANTING PROCEDURE: All plants shall be planted at soil levels at which they were previously grown.
I I
_ -_ ___ _ __ _____ ___ __ I EX iST. Shrub and hedge material shall be planted a min. 2' away from walls or other obstructions. Materla
>
I j I 1 I __= = = =s = == __= == = =z = =- I i i to.4 6HfRU5 with a mature size greater than any overhangs shall be planted away froym overhangs so as not to
I ( -------- impede the nattral- growth it. Palms are undisturbed planted batiq in sand. IF excavate
(( , through any compacted building g planting r
WATERING: All plant material shall be watered in thoroughly after installation so as to remove all air pockets.
- x B45 material shall be watered every day for a minimum one week period and thereafter so as to
keep continually moist until final acceptance of the landscape installation. Contractor shall notify owner
r
1
I
1
1
\
/
�r
r 1 \
190.0
`EX1'3TING
COCONUT PALM5
LANDSCAPE PLAN
WRAP TRUNK WITH BURLAP 3- 2 "X4 "X60" BOARDS ON DETAIL A
EXiST.
P �4
EXISTING ONGM
r \
X
/, \ ,X i
1
EXISTING - - - -'' - -_ EXISTING
COCONUT PALMS COCONUT PALMS
18' OF PAVING
Or o watering requ remen s a er ns o .
GUYING: All trees 8' or taller shall be guyed or staked to provide ample effort such that the material
will stay straight and true through the guarantee period. Methods used will be such that no injury Is
/ E X IS T, caused to plants. m�in shall be done at the option of the Contractor unless specifically requested by
SNI�UE�S the Landscape ArchiTec�, however, Contractor shall still be responsible for all trees and palms remaining
straight and true throughout the guarantee period.
SOD: Sod shall be dense, greed, and well rooted, and free of debris, weeds, objectionable grasses,
disease, or Injurious insects. A complete 64-6 fertilizer shall be spread at a rate of 5 lbs. per 1000 sq. ft.
Sod shall be watered to a depth of 4' after laying. All areas to be sodded shall be raked smooth and
all debris removed prior to Installation.
GUARANTEE: All plant materials shall be guaranteed for 1 year after completion of project.
Palms are to be guaranteed for I year. Guarantee applies to health, position, and size. Replacement
cost will be carded by Contractor.
EDGE. MITER ENDS. SET
3- 2 "X4 "X12" BOARDS 120 DEGREES APART PLANT SHALL BE REMOVED FROM
0
AROUND TRUNK. 0+ ALLOW FOR MATURE PLANT SPREAD CONTAINER SO AS NOT TO BREAK
WRAP 2- METAL BANDS 2 "X4 "X12" DEADMAN ( BETWEEN DIFFERENT SPECIES, OR DISTURB ROOT BALL.
TO SECURE BOARDS O + ( +) � ' l SOD AND PAVING
30" MOUND EARTH TO FORM WATERING SAUCER. MOUND EARTH TO FORM WATERING SAUCER.
3" SHREDDED MULCH MIN. TYPICAL LAYOUT ALLOW FOR MATURE PLANT SPREAD FINAL GRADE AROUND TRUNK SHALL BE
(6" CLEAR OF TRUNK) FINAL GRADE AROUND TRUNK SHALL BE 3" SHREDDED MULCH THE SAME AS NURSERY GRADE.
THE SAME AS NURSERY GRADE, BETWEEN SOD AND /OR PAVING
SEE DETAIL A ABOVE MIX 2" APPROVED PLANTING SOIL FILL 2/3 WITH APPROVED PLANTING
WITH TOP 6" OF EXISTING SOIL REMOVE BURLAP FROM SOIL, THEN WATER THOROUGHLY.
SOIL,
BACKFILL AFTER WATERING.
:::.- :::::.:: • : ::::::...... ................. ...
TOP OF ROOTBALL.
BACKFULL WITH CLEAN SOIL OR ROOTED CUTTINGS OR
4" COMPACTED TOPSOIL BASE.
SAND AND WATER THOROUGHLY.
4" POTS
D
PLANTING AND DETAIL - PALMS PLANTING DETAIL - GROUNDCOVERS PLANTING DETAIL - CONTAINER SHRUBS
A. GRANT
oti'1 THORNBROUGH
AND ASSOCIATES SGH It
5/15/02 10 MJP i
LANDSCAPE ARCHITECTS
AND LAND PLANNERS —
A"
i
132 North Swinton Avenue
�- Delray Beach, Fl. 33444
NORTH (561) 276°
FAX (561) 276 -8// I® a
DL
r
DIGBY
BRIDGES,
MARSH &
ASSOCIATES
INC. P.A.
ARCHITECTS
& PLANNERS.
124 N.E. 5TH AVE.
DELRAY BEACH,
FL. 33483
(561) 278 -1388
l FAX: 278 -7841
RENOVATIONS TO:
ALEXANDRE
RESIDENCE
GULF STREAM,
FLORIDA
PROPOSED
SITE PLAN
�) a
Ct
s.
2152 C
NOTE:
All drawings for this project are
to be read in conjunction with
each other. These include, but
are not limited to: Architectural,
Surveying, Structural, Civil,
Mechanical, Electrical, Specialty
Drawings, and Written Spec-
ifications.
Contractor to verify all existing
site conditions and thoroughly
check elevations and dimensions
before commencing work.
Report to the architect engineer
any discrepancies, error or
conditions that will alter
construction as intended by
these drawings. Architect is
not responsible for any work
and /or materials furnished
on the job.
-
-G, IDEN
LAU N
I
/
1
x�x�xx
x—
x x
M
x x x x x —� x
1
190.0
`EX1'3TING
COCONUT PALM5
LANDSCAPE PLAN
WRAP TRUNK WITH BURLAP 3- 2 "X4 "X60" BOARDS ON DETAIL A
EXiST.
P �4
EXISTING ONGM
r \
X
/, \ ,X i
1
EXISTING - - - -'' - -_ EXISTING
COCONUT PALMS COCONUT PALMS
18' OF PAVING
Or o watering requ remen s a er ns o .
GUYING: All trees 8' or taller shall be guyed or staked to provide ample effort such that the material
will stay straight and true through the guarantee period. Methods used will be such that no injury Is
/ E X IS T, caused to plants. m�in shall be done at the option of the Contractor unless specifically requested by
SNI�UE�S the Landscape ArchiTec�, however, Contractor shall still be responsible for all trees and palms remaining
straight and true throughout the guarantee period.
SOD: Sod shall be dense, greed, and well rooted, and free of debris, weeds, objectionable grasses,
disease, or Injurious insects. A complete 64-6 fertilizer shall be spread at a rate of 5 lbs. per 1000 sq. ft.
Sod shall be watered to a depth of 4' after laying. All areas to be sodded shall be raked smooth and
all debris removed prior to Installation.
GUARANTEE: All plant materials shall be guaranteed for 1 year after completion of project.
Palms are to be guaranteed for I year. Guarantee applies to health, position, and size. Replacement
cost will be carded by Contractor.
EDGE. MITER ENDS. SET
3- 2 "X4 "X12" BOARDS 120 DEGREES APART PLANT SHALL BE REMOVED FROM
0
AROUND TRUNK. 0+ ALLOW FOR MATURE PLANT SPREAD CONTAINER SO AS NOT TO BREAK
WRAP 2- METAL BANDS 2 "X4 "X12" DEADMAN ( BETWEEN DIFFERENT SPECIES, OR DISTURB ROOT BALL.
TO SECURE BOARDS O + ( +) � ' l SOD AND PAVING
30" MOUND EARTH TO FORM WATERING SAUCER. MOUND EARTH TO FORM WATERING SAUCER.
3" SHREDDED MULCH MIN. TYPICAL LAYOUT ALLOW FOR MATURE PLANT SPREAD FINAL GRADE AROUND TRUNK SHALL BE
(6" CLEAR OF TRUNK) FINAL GRADE AROUND TRUNK SHALL BE 3" SHREDDED MULCH THE SAME AS NURSERY GRADE.
THE SAME AS NURSERY GRADE, BETWEEN SOD AND /OR PAVING
SEE DETAIL A ABOVE MIX 2" APPROVED PLANTING SOIL FILL 2/3 WITH APPROVED PLANTING
WITH TOP 6" OF EXISTING SOIL REMOVE BURLAP FROM SOIL, THEN WATER THOROUGHLY.
SOIL,
BACKFILL AFTER WATERING.
:::.- :::::.:: • : ::::::...... ................. ...
TOP OF ROOTBALL.
BACKFULL WITH CLEAN SOIL OR ROOTED CUTTINGS OR
4" COMPACTED TOPSOIL BASE.
SAND AND WATER THOROUGHLY.
4" POTS
D
PLANTING AND DETAIL - PALMS PLANTING DETAIL - GROUNDCOVERS PLANTING DETAIL - CONTAINER SHRUBS
A. GRANT
oti'1 THORNBROUGH
AND ASSOCIATES SGH It
5/15/02 10 MJP i
LANDSCAPE ARCHITECTS
AND LAND PLANNERS —
A"
i
132 North Swinton Avenue
�- Delray Beach, Fl. 33444
NORTH (561) 276°
FAX (561) 276 -8// I® a
DL
r
DIGBY
BRIDGES,
MARSH &
ASSOCIATES
INC. P.A.
ARCHITECTS
& PLANNERS.
124 N.E. 5TH AVE.
DELRAY BEACH,
FL. 33483
(561) 278 -1388
l FAX: 278 -7841
RENOVATIONS TO:
ALEXANDRE
RESIDENCE
GULF STREAM,
FLORIDA
PROPOSED
SITE PLAN
�) a
Ct
s.
2152 C
NOTE:
All drawings for this project are
to be read in conjunction with
each other. These include, but
are not limited to: Architectural,
Surveying, Structural, Civil,
Mechanical, Electrical, Specialty
Drawings, and Written Spec-
ifications.
Contractor to verify all existing
site conditions and thoroughly
check elevations and dimensions
before commencing work.
Report to the architect engineer
any discrepancies, error or
conditions that will alter
construction as intended by
these drawings. Architect is
not responsible for any work
and /or materials furnished
on the job.
N
N
m
a-.
as
-n
3
rn
W
C/J
N
II)
N
co
O
m
N
200.0'
BLOCK 3
EXIST. W01 DOCK
1[6lti1
I ' 1 - -- --- - - - - -- I r - -_._ - -- ---- --�
X----- - - - - -J I
I----- - - - - - - - - -- rZ: -------- -W&- -q
i- - - - -- - --
I -- - - --
� I I
------ - - - - -- ` 7
X ' toll ---------- - - - --, !� -------- - - - - -J
I-------------- - - - - -� it
I I L-------- - - - - -- ------ - - - - -- I ---------------- 7r--L
L; EXISTING
X TR LL SG i i PATIO STONE
I I PERGOLA
I I i
I
L � i I
X I �9'---- - - - - -- �
�-------- - - - - -- r - - - - -�
EXISTING I I ! I ! I
I SHED rr�`I� I
1 I -- --- - - - - -- - - - --
II 11 , II
x II it 'i II
EXISTING I ( I I
x x CORAL STONE
10.0' PATIO EXISTING II
I
X I -STORY S
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TOWN OF GULF STEAM SITE DATA TABLE
GROSS LOT AREA
31,200 sq.ft.
DEMO. NEW NET
GUEST HOUSE
EFFECTIVE LOT AREA
F.A.R. CALCULATIONS
30,950 sq.ft.
EXIST.
MAIN HOUSE
1st. FLOOR AREA (LIVING)
4,271 sq.ft.
NA.
693 sq.ft.
4,964 sq.ft.
CEILINGS OVER 15' (x2)
NA
NA
NA
NA
2nd. FLOOR AREA (LIVING)
NA
NA
NA
NA
1st. FLOOR COVERED
NA
NA
NA
NA
2nd. FLOOR COVERED
NA
NA
NA
NA
AWNINGS >3' & SCREEN ENCL. ® 50%
NA
NA
NA
NA
GARAGE
463 sq.ft.
NA
NA
463 sq.ft.
GROSS FLOOR AREA
4,734 sq.ft.
NA
693 sq.ft.
5,427 sq.ft.
OUT BUILDINGS
96 sq.ft.
NA
NA
96 sq.ft.
TOTAL FLOOR AREA PROPOSED 115,523
sq.ft.
FIRST 20,000 X .33
6,600 sq.ft.
OVER 20,000 X .20
2,190 sq.ft.
TOTAL ALLOWABLE F.A.R.
PER MANUAL
8,790 sq.ft.
TOTAL HARDSCAPE AREA
5,464 sq.ft.
17%
REQUIRED LANDSCAPE(40% OF LOT)
12,380 sq.ft.
40%
ACTUAL LANDSCAPE
19,963 sq.ft. 1
64%
x x x x
Lot 3, Block 3, Together with lot 2, Block 3,
less the west 10 feet of the south half of said
lot 2, Plat No.1, Polo Fields, As recorded in plat
book 26, Page 13 of the Public Records of Palm
Beach 'County, Florida.
ADDRESS
Mr. & Mrs. Alexandre
541 Banyan Rd.
Gulf Streapn, Florida 33483
''SAI 24 A
9
Rd
lip
IJ e r
LOCATION r
RECEIVED
r
DIGBY
BRIDGES,
MARSH &
ASSOCIATES
INC. P.A.
ARCHITECTS
& PLANNERS.
124 N.E. 5TH AVE.
DELRAY BEACH,
FL. 33483
(561) 278 -1388
FAX: 278 -7841
GILF STREAM
FLORIDA }
===2152
NOTE:
All drawings for this project are
to be read in conjunction with
each other. These include, but
are not limited to: Architectural,
Surveying, Structural, Civil,
Mechanical, Electrical, Specialty
Drawings, and Written Spec-
ifications.
Contractor to verify all existing
site conditions and thoroughly
check elevations and dimensions
before commencing work.
Report to the architect engineer
any discrepancies, error or
conditions that will alter
construction as intended by
these drawings. Architect is
not responsible for any work
and /or materials furnished
on the job.