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TECHMCAl COMMITTEE
FOR SITE LAN RE.VIEW
Sldg. Dept. Date :/tm mEWfO
Fire Dept. I ;/ AI/~ate --J, /7/ !J
Eng. Dept. ~r Date :; - 7-rC( ,.<,rp:H*'
Utll, Dept. Date .r h~/J1-( fU.1v(
Police Dept, Date !' '1 '81 ~
PI W, Dept, -~ ~ Date g -/'-9'7'
Cti Pl.nner .~ a JJ DatA ::a,/7 ~ ~
Rtc. Dtr. J/l f1 Dam 7 /, )r'j
Jq~ Mar. I -I\{ ~Jl/77 ~
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APPROVED
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JACK ROUSE
1310 NEPTUNE DRIVE
BOYNTON BEACH, FL. 33426
OWNERSHIP FEESIMPLE
OWNER
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I!XllI'I1NG LAlIORATOlII!S, r- a ItWfm!NAIICl!S
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__ All th~t part of the North 1023,0 (eet or the Northeast
Quarter (N.E.~) ot the Southwest Quarter (S.W.~) ot Section 5,
Township'46 South, R~n9c 43 East, Palm Beach County, Floridaf
lying West of the West right of way line of the Seaboard Coast"
line Railway, Ices the North 610.5 teet thereof, and less the
South 150.0 feet thereof, and le~8 the Eaat ~90,O teet th<<reo(
\
as measured at right angles to the said Wost right of way ~ine
~f the Seaboard Coastline Railway and leaD tho West 299.94 teat
thereof.
Containing 1.577 Acres, mbrc'or leo8.
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Deginning at tho intcrocction of tho South line of tho South
217.5 feot of tho North 610.5 feet ot the Northeast Quarter (N.E.
1/4) ot the Southwest Quarter (S.W. 1/4) ot Soction 5 with the
East lino of the South 281.50 ,feet of the North 973.0 feet of the
Wast 299 94 feat (as m6aaurea at right angles) ot the laid North-
east Quarter (N.E. 1/4) 01 the Southwest Quarter (S.W. 1/4) of
Section 5; thence S.-Oo-02'-.S"-E., along the said East lino ot
the South 281.50 feet of the North 67J.0 feet ot the Weet 299.94
feet (as moaeured at right angles) of tho said NorthsaBt Quarter
(N.E. 1/4) ot tho Southwest Quarter (S.W, 1/4) of Soction 5, A
distance of 7.55 feet1 thence N.-43o...J8'-1l--I'l., a distance of
71.64 feet to an intersection with a curvo concave to the North-
west, said curVQ being the Southeasterly right of way I1no of Nep-
tune Drive and Thor Drive, thence Northeasterly along tho arc oJ
said curvo, having a radius of 100.0 feet, a central angle of
230-34'-41- and a chord bc~ring of N.-340-34'-2B--E.. a distance
of 41.15 feetl thence S.-43o-38'-11"-E. a distance ot 106.39 feet
to an intericction wit~ the 8aid South line of the South 217.5
feet of the North 610.5 feet (as measured at right angles) of the
Northeast Quarter (N.E 1/4) of the Southwest Quarter (S.W. 1/4)
of Section 5J thence S.-BBo-Sll-4S--W., along said South line, a
distance of 47. ~ feet to the Point of De9inning. Lying and being
in said Scct10n 5 of Township 46 South, Range 43 East, Palm Beach
County, Florida.
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LIGHTINGS OF PARKING AREA
average ftghtlng 1 foot candle.
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SITE TABULATION
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'AREA OF SITE
SITE COVERAGE
AREA
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9390
4740
20,430 r
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1095
25
26,962
72,056
37%
100%
13%
7%
28%
13%
2%
EXlstlng BUlldlng
Addltlon BUlldlng
EXlstlng Paved Area
Addltlon Paved Area
EXlstlng Walk & Slab
Addltlon Walk
Landscape Area
TOTAL
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= 48 spaces
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PARKING REQUIRED
1 space/300 sq. ft.
14130 i 300 = 47.1
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PARKING SHOWN
91x 18'
12'x 18'
= 46 spaces
= 2 spaces
= 4B Spaces provided
SITE PLAN
building 25'-0"
single story
TOTAL
DATE
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DIGBY
BRIDGES.
MARSH &
ASSOCIATES
INC. P.A.
ARCHITECTS
& PLANNERS
124 N E 15TH
A VENUE,
CELRA Y BEACH,
FL 33444
3015-27B-13BB
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NOTE
All draWings for thiS proJect are 10
be read In conJunction With each
other These Include but are not
limited to Architectural Surveying
Structural Civil Mechanical
Electncal Specialty DraWings
and Written Speclftcatlons
Contractor to venfy all
eXisting site conditions and
thoroughly check elevations
and dimenSions before
commencing work Report
to the architect engineer
any discrepancies errors or
conditions that Will alter
construction as Intended by
these draWings Architect IS
not responsible for any work
and or matenals furnished
on the,!ob
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office
lab./testlng'
gara ge
3,513 sq.ft.
10,311 sq.ft.
307 sq.ft.
25';'
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SIGNS
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FLOOR PLAN
scale: 3/4"=1'-0"
SEE WEST ELEVATION A-3
F.FL. 14'-0"MSL
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DIGBY
BRIDGES.
MARSH &
ASSOCIATES
INC. P.A.
ARCHITECTS
& PLANNERS.
124 N E 15TH
AVENUE,
CELRAY BEACH,
FL. 33444
3015-279-1399
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eXisting site conditions and
thoroughly cheek elevations
and dimenSions before
commencmg work Report
to the architect engineer
any discrepancies errors or
conditions that Will alter
construction as mtended by
these drawmgs Architect IS
not responsible for any work
and or matenals furnished
ontheJob
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DIGBY
BRIDGES.
MARSH &
ASSOCIATES
INC. P.A.
ARCHITECTS
& PLANNERS.
124 N.E. !iTH
AVENUE,
CELRA V BEACH,
FL. 33444.
305-278-1388
-
III
II
II
ROUSE
. BUILDING
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Contractor to verify all
existing site conditions and
thoroughly check elevations
and dimensions before
commencing work. Report
to the architect engineer
any discrepancies, errors 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,
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QTY
1. All planted beds and hedges to receive
. 2" shredded cypress mulch.
2. All areas to receive 100% automatic
irrigation from other sourCe than
city \-later.
3. All open areas to be sodded with
St. Augustine "Floratam" solid sod.
4. All plant material to be Florida Fancy
nursery plants.
5. All trees to be single trunk up to
4 ft.
CODE I COHMON NAME
BOTANICAL
SH
Hahogany
Swietenia Mahogany
Ex
22
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EXISTING TO BE REL
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FB
Benjamin
Fig
Ficus Bengamina
l8"-24"H@ planting 152
Plant 2'6" O.c.
CP
Cocoplum Red
Tip
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Isaco
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Plant 24" O.c.
H
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EXISTING Protect EX
for damage
AN
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EX
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Nerium Oleander
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DATE
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DIGBY
BRIDGES.
MARSH &
ASSOCIATES
INC. P.A.
ARCHITECTS
& PLANNERS.
124 N,E. !5TH
AVENUE.
DELRA V BEACH,
FL. 33444,
305-279-1399
-
III
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ROUSE
BUILDING
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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 Specifications,
Contractor to verify all
eXisting site conditions and
thoroughly check elevations
and dimenSions before
commencing work. Report
to the architect engineer
any discrepancies. errors 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.
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SECTION A-A
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TOTAL
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14130
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BLDG
PAVEMENT
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21525 (.49 Ac)
9439 ( 22 Ac)
30964
( 71 Ac)
(-)14179 ( 32 Ac)
26962
( 62 Ac)
LANDSCAPE
41141 ( 94 Ac)
/
DRAINAGE FOR ORIGINAL PERMIT BASED ON HOLDING 1" ON SITE OR
2 5" X % IMPERVIOUS
ORIGINAL PERMIT
(A)
(B)
1 "
(OR)
2.5 X % IMPERVIOUS
1.65 - (22) = 1
1 43 - (94) = 0
0.49/1 43 X 100%
2 5 X 34 = 86"
=
43
49
34%
THEREFORE, THE ORIGINAL PERMIT REQUIRED 1"
SITE
TO BE HELD ON
RETAINAGE REQUIRED DUE TO ADDITION
(C) 2 5 X % IMPERVIOUS
1 65 - (.32) = 1 33
1 33 - ( 62) = 71
71/1 33 X 100 = 53%
2 5 X 53 = 1.33"
SINCE 1" IS ALREADY HELD ON SITE AN ADDITIONAL 0275' OR 1 65
X 0275 X 43560 = 1976 CUBIC FEET OF STORAGE MUST BE ADDED
1976 CUBIC FEET REQUIRED.
3780 CUBIC FEET PROVIDED
""aTE! CONOJTJO~g ~I=o~ S FW M Do -PE-R/YlIT EXEMP/lOIU ~o ~-9S ~6:}1AI.,j
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A · l.(J · <G · l.(J · €) · '1r · I[ · N · JE
ENGINEERING CORPORATION
2755 South Federal Highway SUite 11
Boynton Beach FlOrida 33435
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1'1 <qR4 N E 15TH
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DESCRIJ>TION
(PARCEL "B-l")
All that part of the North ~023tO teet of the NOrtheast
Quarter (N.E..) ot the Southwest Quarter (S.W,~) of Section S,
Township 46 South, Range 43 East, Palm Beach County, Florida,
lying West ot the West right of way line of the Seaboard CQast-
line Railway, less the North 610,5 feet thereof, and less the
South 150.0 feet thereof, and less the East ~90.0 feet thereof
as measured at right angles to the said West right of way line
of the Seaboard Coastline Railway and less the West 299.94 feet
thereot.
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Containing 1.577 Acres, more or less.
O€"5-CP/~rl"N'
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Beginning at the intersect10n of the South I1ne ot the SOuth
217.5 feet of the North 610.5 feet of the Northeast Quarter (N.E.
1/4) of the Southwest Quarter (S.W. 1/4) of Section 5 with the
East line ot the South 281.50 feet of the North 873.0 feet of the
West 299.94 feet (as mea.ured at right angles) of the .aid North-
east Quarter (N.E. 1/4) of the Southwest Quarter (S.W. 1/4) of
Section 51 thence S.-00-02'-45"-E., along the said East l1ne of
the South 281.50 feet of the North 873.0 feet of the West 299.94
feet (as measured at right angles) of the 8aid Northeast Quarter
(N.E. 1/4) of the Southwest Quarter (S.W. 1/4) of Sect10n 5, a
distance ot 1.55 teet, thence N.-43o-38'-11"-W., . d~stance of
11.64 teet to an inter.ect1on with a curve concave to the North-
west, sa1d curve being the Southeasterly right of way line of Nep-
tune Drive and Thor Drive: thence Northeasterly along the arc of
said curve, having a radius of 100.0 feet, a central angle ot
230-34'-41" and a chord bearinq of N.-340-34'-28".E., a distance
ot 41.15 feet, thence S.-430-38'-ll"-E. a distance of 106.39 fe.t
to an intersection with the sa~d South l1ne of the South 211.5
feet of the North 610.5 feet (as measured at right angles) ot the
Northeast Quarter (N.E. l/4) of the Southwest Quarter (S.W. 1/4)
of Section SI thence S.-88o-5l'-45"-W., along said South line, a
distance of 41.19 feet to the Point of Beginning. Ly~ng and being
~n sa1d Section 5 of Townsh1p 46 South, Range 43 East, Palm Beach
County, Florida.
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80llA/OARY 5't/R!/EY
..: <'!- k'",1 I{ ~- ~/'\ ~,.,-<'
M/~r//v<~~ E;VC/!fIc--EA?INC
I HEREBY CERTIFY that the plat shown he eon IS a true and correct representattOn of a su......., 01
the lands descrIbed hereOf) made I" accordancp With the m nlmum techntcal stands ~f~r land survey
me;) In t"'e state 0/ Flor oa a5 set t1)rt~ by Chapter 21HH 6 FIOrtda Adminlstrat,ye ,.)0\
"
ThIS drawmg not
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embossed seal
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JOHN N SUITER/'
FL PlS No 1~14
0' B R IE", S r1 , TEfl ~ 0' B R IE", I N C .
ENGINEERS, SURVEYORS, LAND PLANNERS
2601 NORTH F~nERAL HIGHWAY, DELRAY REACH, FLORIDA
DATE
'&"C'B ~z , /91!19
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HANDICAP STRfPI"G IN BLUE
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LOCATION MAP
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site
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'L.W.D.D. CANAL
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OWNER
JACK ROUSE
1310 NEPTUNE DRIVE
BOYNTON BEACH, FL. 33426
OWNERSHIP FEESIMPLE
LEGAL
OCSCRlrTtON
(P1\~CEL"D';'l") , ":-eM"1 -'\~.oLlr:n-~IAl:.-' Ol~"
..~. _ _ . All thet part o! the North 1023. 0 ~eet of the Northellst
Quartcr (N.E.~) of the Southwest Quarter (S.W.~1 ot Section 5,
Township'46 South, Rangc 43 East, Palm BeZl.ch County, Floridll,
lying Wost of the West right of way line ot the Seaboard Coast-
line Railway, leas the North 610.5 teet thereat, and less the
South 150.0 teet thQrcof, and le~8 the East l~O.O teet th.reo(
as meesured at right angles to the said West right ot way line
~f the ~enboArd Coastline Railway ana less the We8t 299.94 teet
thereof.
Containing 1.577 ~cres, mbrc'or les8.
Oe'~CR/~rldtV
(At',:€.~~ T.R~(,"~,.,
Beginning at the .intersection of the South line ot'tEe South
217.5 feot or tho North 610.5 feet of the Northeaat Quarter (N.E.
1/4) ot the Southwest Quarter (S.W. 1/4) ot Section 5 ~lth the
East line of tho South 281.50',tcet 'ot the North 873.0 test of t.he
Woet 299.94 teot'(oll mea8urcd at right angle.) ot the saia North-'
east Quarter (N.E. 1/4) Q! tho Sou~west Quarter (S.w. 1/4) of
Section 5; thence 5.-00';'02' -4 5 "-E., along the said East line of ;,
the South 281.50 feet ot the North 813.0 feet of the Neet 299.94
feet (as measurod at right angles) or the,aaid NorthellDt Quarter
(N.E. 1/4) ot tho Southwest QUBrte~ (S.W. 1/4) ot Section 5, a '
. distance of 7. SS feet; thence N. -4)0...38 '-lP-W.. II distance ot
71.64 feet to an intersection with a curve concave to the North-
west, said curve being the Southeasterly' right of way 11ne ot Nep~
tune Drive and Thor Drive: thence Northeasterly along the arc oJ
said curve, having a radius of 100.0 feet, a central angle of
230-34'''41- and a chord be~rlnq of N.-34o-34'-28--E., a di.tanc~
or 41.15 teet, thence S.-4Jo-38'-11"-E. a distance of 106.39 feet
to an intorsection wit~ the said South 11ne of tho South 211~5
,feet of the North 610.5 feet (ns mcasured at right angles) of the
~orthealt Quarter (N.E. 1/4) of ~he Southwest Quartor (S.W. 1/4)
of Section S, thence S.-B80-51'-4S--W., along said South line, a
distance of 47.l"9 feet to the. Point of DC9innlng. Lying end be1nlJ,
in said Section 5 of Towllship 46 South, Rango 43 East, Palm Deach
.County, Florida.
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srre: TABULATION
ZONING
M-l
'AREA OF SITE
72,056
1.65 ACRE
SITE COVERAGE
AREA
% COVER
Existing Building
Addition Building
Existing Paved Area
Addition Paved Area
Existing Walk & Slab
Addition Walk
Landscape Area
TOTAL
9390
4740
20,430
9414
1095
25
26,962
72,056
13%
7%
28%
13%
2%
37%
lOO%
THtCKEND tNDlCATE CUftBING
COMMUNI1Y APPEARANCE BOARD
NO CHANGES SHALL BE MADE TO THE INFORMATION
ON THIS APPROVED SET OF DRAWINGS DURING OR
AFTER THE CONSTRUCTION PERIOD, THAT COULD IN
ANY WAY CONSTITUTE A CHANGE IN THE AESTHETIC
CHARA R OF THE PROJECT, WITHOUT APPROVAL
Of MM tTY A RANCE BOARD.
~ff
110
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HtW ~1~wl1' PO~
ca.w-_'''' ~
PARK:rNG REQUIRED
1 space/300 sq. ft.
14130 - 300 = 47.1
= 48 spaces
PARKING SHOWN
9'x 18'
12'x 18'
- 46 spaces
== 2 spaces
= 48 Spaces provided
TOTAL
bufldlng 25.-0"
tingle story
DATE
@NO.
DIGBY
BRIDGES.
MARSH &
ASSOCIATES
INC. P.A.
ARCHITECTS
& PLANNERS,
124 N.E. !5TH
AVENUE,
DELRA V BEACH,
FL. 33444.
30!5-27S-13BB
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ROUSE
BUILDING
.-
NUTTING
ENGINEERING
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NOTE:,
All drawings for this project are to
be read in conjunction wilh each
other, These Include but are not
limited 10 Architectural, Surveying,
Structural, Civil. Mechanical.
Electrical. Specialty DraWIngs,
and Written Specifications.
Contractor to verify all
eXisting site conditions and
thoroughly check elevations
and dimensions before
commencing work, RepOrt
to the architect engineer
any dIscrepancies. errors or
conditions that will alter
construction as intended by
these drawings, Architect is
not responSible for any work
and or matenals furnished
on the'iob,
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office ta bulatlon '
3,513 sq.ft.
10,311 sq.ft.
307 sq.ft.
25%
73%
20/0
office
la b./testl ng
garage
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14,131 sq.ft.
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COMMUNITY APPEARANCE BOARD
NO CHANGES SHALL BE MADE TO THE INFORMATION
ON THIS APPROVED SET OF DRAWINGS DURING OR
AnER THE CONSTRUCTION PERIOD, THAT COULD IN
ANY WAY CONSTITUTE A CHANGE IN THE AE~THETIC
CHARACTER OF THE PROJECT, WITHOUT APPROVAL
OF THE COMMUNITY APPEARANCE BOARD
-
CholrnlCln on4/., Co-Cholf'lllClll
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DATE
@NO
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CIGBY
BRICGES.
MARSH &
ASSOCIATES
INC. P.A.
ARCHITECTS
& PLANNERS
124 N E 15TH
AVENUE,
DELRA Y BEACH,
FL 33444
3015-278-1388
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NO CHANGES SHALL BE MADE TO THE INFORMATION
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AFTER THE CONSTRUCTION PERIOD, THAT COULD IN
ANY WAY CONSTITUTE A CHANGE IN THE AESTHETIC
CHARACTER OF THE PROJECT, WITHOUT APPROVAL
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Chairman and/or Co-Chalrm."
Date
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BRICGES.
MARSH &
ASSOCIATES
INC. P.A.
ARCHITECTS
& PLANNERS.
124 N,E. 5TH
AVENUE,
CELRA Y BEACH,
FL. 33444.
305-278-1388
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Structural. Civil, Mechanical,
Electrical. Specialty Drawings.
and Written Specifications,
1
Contractor to verify all
eXisting site conditions and
thoroughly check elevations
and dimensions before
commencing work. Report
to the architect engineer
any discrepancies, errors or
conditions that will alter
construction as Intended by
these drawings. Architect IS
not responsible for any work
and or materials furnished
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2. All areas to receive 100% auto~atic
irrigation from other source than
city \01 a tel" .
3. All open areas to be sodded with
St. Augustine "Floratarn" solid sod.
4. All plant material to be Florida Fancy
nursery plants.
5. All trees to be single trunk up to
4 ft.
COMMON NAME
CODE
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REMARKS
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LANDSCAPE PLAN'
scale: 1"=8'-0"
DATE
@NO,
DIGBY
BRIDGES.
MARSH &
ASSOCIATES
INC. P.A.
ARCHITECTS
& PLANNERS.
124 N.E. 5TH
AVENUE,
OELRA V BEACH,
FL, 33444.
305-27B-13BB
ROUSE
BUILDING
NUTTING
ENGINEERING
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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 Specifications.
Contractor to verify all
existmg site conditions and
thoroughly check elevations
and dimenSions before
commencing work. Report
to the architect engineer
any discrepancies, errors 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.
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