PLANS
, '(6fJ
CITY OF B<:JYNTON'BEACH
PLANNING & ZONING
TITLE FORM
DATE :
3 ~.;t ( - 0 ~
PCN
:a ?J- i.f 3 - L.{ $',- () or. ..l./ - 00 2..- ~ 00 7 0
PROJECT # N lV~ fJ '1'; -0;(1
PROJECT NAME:Jh--Lrt ~ aR-~{ t?c tJTA L
r~
PROJECT TYPE: NEuJ ~l IE ft..-,4-,v
ADDRESS: 1:3 t c.cvY\ /jYI. ERLE t.b
STATUS: A t(J(l ouE b
(
APPROVAL DATE: 0(- (Of -1111
DESTRUCTION DATE: rJ,
o Miscellaneous'
~OmDUmlerCial
o Residential
o New
o Addition 0 Renovation 0 Revision
INDEX OF DRAWINGS:
SHEET #
(ex: Sheet A-i)
SHEET TITLE <PLEASE PRINT LEGmLYl
(ex: Floor Plan)
.s t i'E- P L-,4-r/
'F L-R-.' P (.4 AI'
vV,- A- \~Q..l f}U - COLa (2 -S c...-l+tD €A L-ti-
.s (n:... t-.l <i-H- 'T ( AJ (,- fL.:A-fV
l A l'J ~ S. c.-f\- ~ ( IV G- (> L- ;t-N
~t?c,qvD.4-~vJ ~ "Io'Po ~(LU~ 'j
_fA-VlrV0- '\- ~A-{t\J4v-E- ~ (Ie ('L.,4-/V
P"L bArE f rfl141( P
(-l
t2 - 2. 2. - t cr.. '? r
3.
~pl
2.~
4-2...-
~SL-(
L -I
l~
4.
5.
(
(JQlfJTltq{ fJtAII/
P!l
L INDUSTRIAL
DISTRICT -;,
I
~
16'-cr
8xBxl' C.B.S. WALLS
WI CONC. FILLED BLK.
CELLS IlI/ II) 15 VERT.
RE1NF. IFTG. TO T.BJ
l' MAX. CIC AND ALL
CORNERS /TYPICAl)
OURAUlALL HORZ. REINF.
EVERY OTHER COARSE
.t.r BLK. CAP WI 1I) .,
HI
lI'_+M
1-
3:
w
5
w
0:::
A:l
in
r--:
to
.I
N 01 18' II" W
354.25'
I-------~~-- -
I I
I .z: :
I ~ I
I ..... I
: g ~
: I
I
I.J..J
C
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+'
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b
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...
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(L
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W
a..
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o Z
g: ~
~d
J l.t..I
o 0::
('oj b
IC'ol
+
-l- - -
LANDSCAPING 7
""
in
,....:
"t CONC. SLAB WI
'-x/.xIO/10 W.WJ1. OVER
V.B. ON 2500 P.S.f.
COMPACTED CLEAN
SAND FlU. (DOUBLE
MESH BACK 30" AT
PERIMETET ALL OVER)
STRIPED CROSS WALK Lll
- - --=....-- -=--=- -.=..~ "-
FIRS T 31: OF WALK
SURFACE AT DRIVE TO
HAVE DETECT ABLE
WARNING STRIPS PER
FLA. AOA ~.2<l2 fig. ~OCb)
b
J
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, CONC,WAlK
I
vi
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o 0'1
en I
5 C'-l
W C'~
a::: ~
~~ WEll fOR
IRRICA nON
~
~10' UE
10' UE ~
~ ~ I
~ (i)
~ I
~ ITLANDiCAPE-
8L
~ =- ""
U) 0
1"d GALV,STL paPE
CONC. FILLED GATE
POSTS IN 12'd CONC.
FILLED POSTHOLE
(3,' DEEP NIN. TYP J
I
I
/2' REQ.
I
I
I
I
I
I
40'-1" PROVIDED
40'- 0" REQ. MIN.
.
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(Y) r-
oo r-
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(Y) CD
(Y) cb
co
....J ~
LL
(J)
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6
3/1M MAX.
CHANGE
OF LEVEL
A T DOOR
o
~
ill
U
~
ill
I:
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o
U
15.043 SQ. FT. TOTAL
lW.H. t OFFICE)
b
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___ ::t
1.000 5,f,
OffiCE
50UTH DUMP5TER PLAN
N
.I
I'<')
IX)
I
+
I
f'
jJ:
5
ENTRY CANOPY
(3' l( 11' LONG) -
-~--~-
4
-
'<i
SCALE: 116M =a ,'-0"
-+ F.F,E. 22.00' NGVD
. co
:r: ...,
u
<1::: ><
UJ <C
d) l..1...
>- 0)
<1::: CD
a::. 0)
-.J cr'
UJ CD
o ~
6' Hl~ BUFftR
WAIl.. (C.B.S.)
P AlN T TO },fA TOi
BUILDING WAllS -
z
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(J)
W
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73'- 6" PROVIDED
30' REQUIRED MIN.
'<T
~ 2)
tf}
0_.+-..
I V2"d GAlV. PIPE GATE
FRANE UlTH CHAIN LINK
FENCING INfllL AND VISION
OBSTRUCTION INSERTS
(3) HINGES PER SIDE TYP.
TO 1'd GATE POSTS
18' .3
TYP.
1
IB'-O"
66'-0"
156'-B"
27'
TYP.
4' 4'-6'
~
U)
NOTE: . CMU TO MEET
ASTM C-~O
SPECIFIC A TlONS
. GROUT TO BE
2000 1''' tilTH
SLUNP OF Ir
. RE1NF. STEEL TO
BE AS Tn A~5
Ii) l" GRADE
UJ co
> ...,
<1:::
----r
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\ FIRE I
\ LANE /
J, \ I I
L _ _ _ _ _ ,) _ _ _ _ _I
/\
I \
/ "\
/ '"
/ ""'-
/ ""'
,,/
45' finE -
TRUCK RADIUS
6" WASTE
~
~
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co
tf)
06
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FIRS T W Cf WALK
SURFACE A~ DRIVE TO
HAVE DET CTABLE
WARNING S IPS PER
FLA. AOA 2t2 f'g.10Cb)
PERIPHERA
GREENBEL T
FRONT ELEVATION
~ I t. 12" WIDE
! M SliP BAR
~ .., ..,..t:)BL1. WIDE
~ '''''''''''''''''''''LANf'''' liNES
8
12')(35' LOADING ZONE
STRIPE AND MARK TO
: PROHIBIT PARKING : TYPICAL WAll.
_ _ _ _ _ _ _ _ _ _ _ _ PACK UGHT
:t I>
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W_
alt
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c1)c1)
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,. ,.
I TYP. I
/"
/
//
// /'
v~/ R1B'~
1/
/ RI2' //
/
/
"l WAREHOUSE
LOADING AREA ).,
SCALE: 1/8" '" ,'-0"
b
J :B
U')w
NU
U
<C
to
..
N
13B'- ,
I PITCH CAP WI
STUCCO FINISH
."" EACH U1A Y
~' r-- 81<8x1' C,6,$. UlAllS
/ WI GROUT FILLED BlK.
CelLS WI 1I) 15 VERT.
&.- REINF. IFTC,. TO T.BJ
I l' MAX. CIC AND ALL
CORNERS (TYPICAL>
t- DURAUlAll HORZ. REINF.
EVERY OTHER COARSE
!> ~' .It BLK. CAP WI (l) 11
_I
...
NEW 12' WIDE
TlL. EASEMENT
I -1
IFI~'l
_ (~V1L)
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ftiHS Nll SfHJ unll6 ~ IIlf oo'l1m ...:
.ws 1l'::.JGH INCOld'l1\^JrD NO ~~lXlUtll:.H (Jlllll'l.l:;AQ:),
(f illS!: Ooo.;~(HI5 IS f'lRWllIlOillHrul [~m iI~rJ[1
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10 :'~J. (lfRT IlINLM rolS1RucnLll (11....... llUl M1lOCA
lli.JIJiNC c.n:s AS 1lIN:1IJ1l
~S:I'~AlllVft1~t1a~~SlcllS COImI, 1dJ'(/<I.INI
w -@]-71--'
~ 1 1/2" cL I.tETER
c.J & BACKFl'OW
a ~ -1 -
~ I (~~ 6~L)
9UMPSTER
b
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C'ol
-I
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-0
,
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L~~L::
~
..........-
45' FIRE
TRUCK RADIUS
.........
in
......:
-
,'t CONC. SLAB WI
'-x/.xI011O W,WJ1. OVER
V.B. ON 2500 P,S,F.
COMPACTED CLEAN
SAND FilL IDOUBlE
NE51~ BACK 30' AT
PERIMETER AllOVER)
---
-
w
o
t-
~
t
( . . .__/r
~ ' 'C~/
.' . 12'd x If, NO NO fOOTING
WI /2) 15 CaNT. AROUND
ININ. lr BELOW GRADE)
~
to
J
N
in
r--:
354.25'
N 01 18' II" W
4' ~"
~
L INDUSTRIAL
DISTRICT -;
'10-
..
30'-0"
R.O.W.
iC
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DESCRIPTION
LEGAL
;r
NOTE:
NO SITE 51GNAGE PROP05ED
EXCEPT FOR WALL 51GN 5HOWN
SOUTH ELEVATION SHEET A.2
DUMPSTER WALL 5ECTION
LOT 1. BLOCK 2. CEDAR RIDGE. A P.U.D. 8.
HIGH RIDGE COMMERCE PARK, A P.I.D.
PLA T BOOK -fl" PAGES 58 - ~
BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA
51TE PLAN
SCALE: 3/6M '" 1'-0"
'"
SCALE: "14M "" I'-OY
oj
Q
~
o
~
~
o
~
~
o
o
E-t
~
I PITCH CAP WI
STUCCO FINISH
"" EACH WAY
~' r-- 8xBxI' CB.S. WAllS
/ WI GROUT FillED BLK.
CELLS WI (I) 15 VERT.
&.- REINF. IFTG. TO T,BJ
I l' NAX. CIC AND ALL
CORNERS (TYPICAL>
t DURAWAll HaRZ. REINF.
&.- EVERY OTHER COARSE
I MU" BlK. CAP WI (I) I'
t
!:.
_I
'"
BUILDING INFORMATION
Office Area:
Total = 1,000 sq. ft.
~
t
t
Warehouse Area:
Total = 14,043 sq. ft.
~ CUT OFF LUMINAIR
NEW ALL LOCA liONS
(PHOTO-CELL OPERA liON)
FINISHED GRADE LINE
Total Combined sq. ft, = 15,043
, ~ l2"d x 3", SPREAD fOOTING
\) - '-- WI m .5 CONTINUOUS
. (NIN. 8' BELOW GRADE)
Building Type V (unprotected) (nonsprinkled)
Occupancy Group'S l' (Storage - Moderate Hazard Strorage)
Overall Building Ht. = 21'-10 1/2"
C.B.S, Steel Joist & Deck and Single Ply Roof
BUFFER WALL 5ECTION
SCALE: 318M =a 1'-0"
rr
~
20' TAPERED
L1GHlING POLE
6'-0" 6'-0"
,/ ,/ ,/ ,
BOnOI.l RAMP liNG fH SURF ACE OF RAMP TO \ ' ,
LEVEL LANDING HAVE DETECTABLE ur~~'
.=-' ,
............. H.C. SIGN WARNING 5 T RIPS PER lAIN, ,: "
......... .---FLA. ADA t2't2 rlg.101b)
,~ ' , .
..
/WlP row ,
"
~~ t 12 llAX.
N
. 't CONCR~;E J ==
-,
WHEEL STOP
if-------- 1" BLUE - ) ~ 1" WHlTE_~
5 TRIPING 5 TRlPING ~
- II &
G
.,::::- ~-' "--' :::::::
-~~--
1 lklJ
5' -0- 12' -0- ~ '1'--0" !
RAMP HANDICAPPED STANDARD
AREA SPACE 5P ACE
SITE INFORMATION
Zoning Designation - Planned Industrial Development (PI D)
Area-= 1.099 Acres (47,873.53 sq.ft.)
Area Covered by Asphalt;::: 17,674.817 sq.ft. (36.92%)
Misc, Walks & Slobs -= 1.719.145 sq.ft. (3.59%)
Building Area -= 15,042.51 sq. ft. (31.42%) (footprint)
Landscape Area = 13,437.05 sq.ft. (28.07%)
FIRS T 3" OF UlALK
SURF ACE AT DRIVE TO
HAVE DETECTABLE
WARNING S TRIPS PER
FLA. ADA -1.2'1,2 f.g.-101b)
b
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a
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~
~
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3
18
"
CURB
STEP
~
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11
~
BROOKS BOX
WITH LOCKING LID
~
~
z:::
Q
U
PARKING CALCULA nONS
Requirement:
Req. (off street) parking based on owner's letter
for employees on a maximum shift:
At (1.5) parking spaces for each (2) employees.
"
5
SEAL
PARCEL
o
15
,
P.\INIC 111
lISIa1ll
I'DlIoIT
..-y
l' WHITE
5 TRIPIN
GRADE
I~
l-
tj
~
a..
~
o
~
11~O t.l
9 employees / 2 x 1.5
TOTAL = 6.75 cars
Estimated visitor's parking:
TOTAL = 3 cars
13
12
.
o
.b NOTE:
.
u
POLES SHALL WITHSTAND
110 MPH WIND LOAD PER
5.B.C. (pROVIDE SHOP OWe.
AND ENe.. TO ARCHITECTS)
;....
..,
kEG,NO, AROOll0.26
SEABOARD RAILROAD \
DAlE:
PROJECT #
H.C. SIGN DETAIL
TOTAL REQUIRED PARKING = 9.75 cars
TOTAL PROVIDED PARKING = 11.00 cars
handicap car spaces = 1 Provided
1 Required
"
~_.
rn
\
1'~'tIt-"'~'''''-
272
SP.l
11-06-98
LOCA TION MAP
5TRIPING
PARKING
TYPICAL
POLE
TYPICAL LIGHT
NO SCALE_, . R
(0) ~ as ~ a w t5
~U !lEe 22 g1j)
SHEET:
SCALE: 1/8" to I'-OM
SCALE: 1/-1M TO I'-OY
of
~
'-
10'7
l'lANWNG ~Nf)
LONING CE.PT.
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4'-0" 4'-0" - t
2!'-~_-------r"'Qr- Fl.
' ::-::--:::--"'" l~L ,1:1 _ Cl
.l __ ,__
OFFICE. 1t2
DISPLAY
OFFICE 111
c
-=-,~r=-= ,~~;~
TR.UIC{ ~.R.U2
OFFICE 113
BREAK
RECIE ViNG
~I:]'~," .
~~~.-
l~'-Q'~__,_~
M.O,
FLOOR PLAN
1'-0.
SCALE: 1/8. -=
4'-0" J'-4~ ~
-- -----'Ir
M.a.
LINEN STORAGE
c
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-+ MIN. F.FHEV.
22.00' NGVD
RECIEVING
~I
m= ; ~ -.
---. -.~ ,"~To : .__.~___
I~
J'-4"
~~-..--1.1'-1:~________,__,_________~__~_ ,1'\4.0,
12'-0"
4'-0" . ---~-.r'
.r -, ---
----, M.a.
21:O'-~~
PARTY SUPPLY STORAGE
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12'-0" 1~:-..9':_,,--=- __~~___"________~ _
24'-0" . --- ------- .(-------- - -,- ---. of M.a.
6'-0" -------- ---,~---- M.O.
18'-0" ... ___.1____
6'- 0" __'________, ___ __ _ .,
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FI-<OJ[C T #
PLANNiNG AND"
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11- Utl- 'JB
272
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H' HlC.H .g1JOf
OVERl-iE DOOR OVERI~ OV DOOR
"-
-
h C.6,5.
" STUCCO fINISH 11TH SCORE JOUI TS
IHf'lCAL All SlOE:!1 C.e.s. CD..!.
:
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- 50,69 -50.69 -49,8\ -49,81 - 50,69 ~ 50,69
"'-- <--- - - '--
N
12
~ I~
EA5T ELEVATION
SCALE: 1/8. ~ 1'-0.
Of> Of ARAPE T
-~ I
1
~ t: GUna 11TH -) lD WALL ~, (,,,,,. urn -. lD WALL (--- t: GUTTER 11TH / ~ t: GUTTER 11m _) 1 lD WALL
lXN"5POIIl S ooutSPOU1S 00I"5f'OUTS DWiSPOUTS
MOUNTED MOUNTED MOUNTED
EXHAUS T EXHAUST EXHAUST
fAN II fAN II fAN II
I CD.S. ~
, STUCCO flHlSH .TH SCORf JOllCTS I CD.S.
CD,S. , en f'lCAL ALL SlOE.SI ,
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52
~
H.L
WE5T ELEV A TION
SCALE: 1/8. Ia 1'-0.
NOTE,
NO EQUIPMENT TO BE
PLACED ON ROOF
)' X 20' "0 sa. fT) 5ICcMc.e AREA
~ sa. fT. nAXltU1 PER SlC.H COOE
IHOH-I.1llI1HA TED SlU" PER CODEJ
STne . COlOR TO COMPlY 11TH
TIle 11c.H RlO(,f COMMERCE PARI::
P10 5(." PROGRAM ISEE SCftEDlI.EJ -7
I'ITCH ROOf oout If t
(
MA TERIAL5 t COLOR SCHEDULE
_... - --I
EL, t2l'-10 V2.
TOP OF PARAPET
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----------------------~----------------------------------
~ ~ - ~ ~ - - - - - - - - -)"1
I~V~~~ ~~W~V ~~~VWb
~ ~~~~I~ -'!~ =.!.IJf!. ~1i!.. i'~fi1!'@'~
"I 1/2"-22 GAUGe TYPE '8'
GALY'. STEEL DECK III
r RIDGID IItSULA liON AND
/ SINGLE PL'( ROOFING OVER
:c:s;<:' :
~ ~
- -
201(3 OPEN WEB STEEL ,
JOiST SPACED AS PER
ROOI' FRAMINC, PLAN
LOCA TION
MA TERIAL
COLOR
-
ROOF AREA
SINGLE PLY ROOfiNG
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FILeNAMe : C:\LL_IES\HI-TEK\AREA \KAD\"I1102605.1ES
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[TEST] 11'11102605
[MANUPAC] LITHONIA ARCHITeCTURAL DOWNLIGHTING
[LUMCAT] KAD 250M R'"
[LUMINAIRE] DleCAST Type IV. SHORT. CUTOFF LUMINA1RE
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[LAMP] 250 WATT METAL HALIDe - HORIZONTAL BURN
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LUMINOUS DIMENSIONS (FEET> :WIDTH .. 1.25 LENGTH" 1.25 HEIGHT'" 0
FACTORS : MULTIPLIER ~ 1'1.5 BALLAST" I BALLAST-LAMP" I
NUMBER OF VERTICAL ANGLES .. 33 0 TO 'to DEGREES
NUMBER OF HORIZONTAL ANGLES ~ 21 0 TO 160 DEGREES
2,41
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1.80
1.15
4,11
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2,11
1.35
1.10
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0,41
0,93
0,99
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1.01
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354.25'
LUM1NAIRE : PI
LUMINAIRE LOCATION SUMMARY
COORDINATES IN FEET
LITHONIA KAQ 250M Ri SHOEBOX
CAD SYMBOL : SRDI.SYM
CAD SYMBOl... SIZE: 2
LUMINAIRE
NO. LABEl...
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[LUMINAIR5] DIE-CAST TYPE IV, SHORT. CUTOFF LUMINA1RE
[LAMPCA Tl M250/U
[LAMP] 250 WATT METAL HALIDE - HORIZONTAL BURN
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NUMBER OF HORIZONTAL ANGLES '" 21 0 TO 180 DEGREES
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Z
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TYPE FIXTURE SCHEDULE LUMENS
WI LITHONIA KAD 250M R~ WALL MOUNT 20000
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PROJECT #
06- 98
272
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MAINTAIN AT 61 HT
21 O.C. - 13&1 eUFFER LENGTH
3
3 .. QUERCUS LAURIFOLIA
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NO SCARRED TfoIl,N::S WILL 6E ACCEFTED.
SECURE WITI-l THREE WOOD BATTENS HELD WIlJ..l
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PALM TREE PLANTING DETAil
LANDSCAPE DATA
PLANT LIST
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3' MIN. HULCI-I.
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WEel FROFERTY LINE
11 If t.o landacape
EAST FROPERTY LINE
33a If to landacape
4 .. 6wIet.enIa maroganll / Weet. IndIea Mahogan~ al mIn. ht.. (NATIVE)
& - Quercua laurlfolra / Laurel Oal<. al mIn. ht. (NATIVE)
(oal<. adjacent. t.o orrIce t.o be 12Iht., 61 clear trunk.>
2~ .. TrIpaacum dact.~loIde6 / Fakahatchee gra&a ~ gal, 24"ht. (NATIVE)
118 .. crr~aobalanua Icaco 'redttpl / Redtfp cocoplum 3 gal, 16" ht., 2411 o.c. (NATIVE)
23~ - Eugenta app. / 6Impaona at.opper 3 gal, la" ht., 21 0.0. ( NATIVE)
34 - JunIperua conferta / 6hore JunIper 3 gal, 12" ht., 2' O.c.
eOD - 6t.enot.a~rrum aecundat.um / 6t.. Au~uat.Ine 'Florataml
eod areaa wIll be ca Iculated In t.he rIeld:-
PROYIDED
412 af
I TREE
4 TRESe 4 TREEe
PIT &IZE EQUAL TO TWICE BALL DIAMETER
LOOSEN SU6&olL TO 3' 6ELOW F:OOT 6ALL
ALTEFNATE &FACIN::$ OF PLANTS IN MA&SES -
EGllJAL &PACI~ OF FttWTS IN ROWS.
28 el-lRUe5
31 51-1RUee
169 61-1faJee
111 el-lRU66
NORTI-I PROPERTY LINE
I~& If t.o land6cape I&a el-lRU66 I&a el-lRUee
4f?)1 6UFFER REQUIREMENT:
Treea at 4rZ>1 on center 4 TREEe 4 TREEe
ApproprIate ground cover 2lZ> Fakahat.cnee uaed ae a more durable accent.
eaaed on a yIaual Inapect.lon or t.he 6ft.e tnere are no eIgnIfIcant. plant.
mat.erIala .. eXIat.lng are Auat.ralran PIne, Acacta and acrub palmet.t.o all of
whIch aha II be removed prIor t.o conat.ruct.ton.
All landaca~ed areaa ahall receIve IrrIgat.ton t.rrou~h an
under~rouna, automaUc IrrIgauon a~at.em drawIng wefter from a well yIa pump and
provrarng 1lZ)fZ) percent. coyeraee and equIppea wtth a rei rn aenaor.
SHRUB PLANTING DETAil
AlL IDEAS, DESIGNS. ARRANGEMENTS AND PLANS INDICATtD OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY Of THE DESIGNER AND WERE CREATED. EVOLVED N-ID DEVELOPED FOR USE ON AND IN CONNECTION WITH mE SPEClrlED PROJECT. NONE Of SUCH IDEAS. DESIGNS. ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO N-iY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTE.N PERMISSION OF THE DESIGNER.
- -
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10' UE
PLANTING SPECIFICATIONS
NAMES AND GRADES
PlANT SPECIES AND SIZE SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS, NOMENCLATURE SHALL CONFORM TO
STANDARDIZED PlANT NIIMES, 1942 EDITION, ALL NURSERY STOCK SHALL BE IN ACCORDANCE WITH 'GRADES AND
STANDARDS FOR NURSERY PlANTS' PARTS 1 &: 2. LATEST EDITION PUBUSHED BY THE FLORIDA DEPARTMENT Of
AGRICULTURE AND CONSUMER SERVICES. ALL PlANTS NOT OTHERWISE SPECIFIED I>S BEING FLORIDA fANCY OR SPECIME.N
SHALL BE 'FLORIDA GRADE , l' OR BETTER I>S DETERMINED BY THE flORIDA DNlSION Of PlANT INDUSTRY, SPECIMEN
MEANS AN EXCEPTIONALLY HEAVY, SYMMETRICAL, TIGHT1.Y KNIT PlANT, SO TRAINED OR fAVOREO IN IT'S DEvtLOPMENT
THAT FIRST APPEARANCE IS UNQUESTIONABLY AND OUTSTANDINGLY SUPERIOR IN FORM, NUMBER OF BRANCHES. COMPACTNESS
AND SYMMETRY.
GENERJIJ.. REQUIREMENTS
ALL PlANTS SHALL BE FRESHLY DUG, SOUND. HEALTHY, VIGOROUS, WELL BRANCHED AND FREE OF DISEASE AND INSECT EGGS
AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES fOR PlANTING ROWS SfW-L BE UNIFORf.l IN SIZE AND SHAPE.
ALL MATERiALS SHALL BE SUBJECT TO APPROVAL BY THE lANDSCAPE ARCHITECT, WHERE ANY REQUIREMENTS ARE Of.lITTED FROM THE
PlANT UST, THE PlANTS FURNISHED SHALL BE NORMAL FOR THE VARIETY. PlANTS SHALL BE PRUNED PRIOR TO DEUVERY
ONLY UPON THE Af'PROVN.. OF THE lANDSCAPE ARCHITECT.
CONT~NER GROWN STOCK
ALL CONT~NER GROWN STOCK SHALL BE HEALTHY, VIGOROUS, WELL ROOTED PlANTS AND ESTABUSHED IN THE CONT~NER
IN WHICH THEY ARE SOLD. THE PlANTS SHALL HAvt TOPS WHICH ARE GOOO QUALiTY AND IN A HEAlTHY GROWING CONDITION.
AN ESTABLISHED CONTAINER GROWN PlANT SHALL BE GROWN IN THAT CONTAINER SUrFlCIENTLY LONG ENOUGH FOR THE NEW
FIBROUS ROOTs TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN IT'S SI-W'E AND HOLD TOGETHER WHE.N REMOVED
mOM THE CONT~NER. PlANTS ROOT BOUND IN CONT~NERS ARE UNACCEPTABLE..
f.lEASUREMENTS
TREES: HEIGHT SHALL BE MEASURED FROf.l GROUND TO THE AVERAGE HEIGHT OF CANOPY. SPREAD SHALL BE MEASURED TO THE
END OF BRANCHING EQUALLY AROUND THE CROWN mOM THE CENTER OF THE TRUNK, MEASUREMENTs ME NOT TO INCLUDE
ANY TERMINAL GROWTH. SINGLE TRUNK TREES SHALL BE FREE OF 'If CROTCHES THAT COULD BE POINTS OF WfJIJ< UMB
STRUCTURE OR DISEASE INFESTATION.
SHRUBS: flEIGHT SflALL BE MEASURED fROM THE GROUND 10 THE AVERAGE POINT WHERE MATURE PLANT GROWTH STOPS,
SPREAD SHALL BE MEASURED TO THE END OF BRANCHING EQUALLY AROUND THE SHRUB MASS, TERMINAL GROWTH NOT INCLUDED.
PALMS: CLEAR TRUNK (CT) SfW-L BE MEASURED FROM THE GROUND AT TIME OF INSTALLATION TO THE POINT WHERE THE
MATURE AGED TRUNK JOIN~ THE IMMATURE OR GREEN PORTION OF THE TRUNK OR THE HEAD, OVERALL HEIGHT (eA) SHALL
BE MEASURED FROM THE GROUND AT THE TIME OF INSTALLATION TO A POINT THREE QUARTERS THE LENGTH Of THE UNOPENED BUD.
PALMS WITH MARRED OR BURNED l'RUNKS WILL NOT BE ACCEPTED.
SOIL
PlANTING SOIL FOR USE IN PREPARING BACKFILL fOR PLANT PITS SHALL BE ADDED AT A RATE OF 75;; TO 25;; EXISTING SOIL
THIS SOIL MIX SHALL BE USED IN ALL PlANT PITS EXCEPT SABAL PALMS WHICH SHALL BE BACKfiLLED WITH CLEAN SAND.
PlANTING SOIL SfiALL BE A FERTILE. FRIABLE NATURAL TOP SOIL OF LOAMY CHARACTER, IT SHALL CONT~N 40 TO 50;;
DECOMPOSED ORGANIC MATTER AND SHALL I3E fREE FROM HEAVY CLAY. STONES, LIME, PLANTS. ROOTS OR OTHER FOREIGN MATTER
OR NOXIOUS WEEDS. IT SHALL NOT CONTAIN TOXIC SUI3STANCES WHICH MAY BE HARMFUL TO PlANT GROWTH.
'FLORIDA EAST COAST PALM SPECiAL' WILL BE APPLIED TO ALL pAU,tS AT INSTALlATION AT A RATE OF 1/2 LB PER INCH OF
TRUNK CALIPER UNLESS OTHERWISE SPECIFIED.
MULCH
MULCH MATERIAL SfW-L BE J. DEPTH OF SHREDDED MElALEUCA MULCH OR APPROVED EQUAL ( NO CYPRESS MULCH WILL BE ACCEPTED),
MOISTENED AT THE TIME OF APPLICATION TO PREVENT WINO DISPlACEMENT,
SOD
SOD SHALL MEET FLORIDA STATE PlANT BOARD SPECIfiCATION. ABSOLUTELY TRUE TO VARIETAL TYPE, AND FREE FROM WEEDS,
FUNGUS, INSECTS AND DISEASES OF ANY KIND,
SUBSTITUTIONS
NO SUBSTITUTIONS OF PlANT MATERIAL TYPES OR SIZES WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE LANDSCAPE
ARCHITECT. CONTNNER GROWN MATERIAL WILL NOT BE ACCEPTED I>S A SUBSTITUTE FOR El&:B (ElN.l.EO AND BURLAPPED)
MATERIAL UNU:SS PREVIOUSLY Af'PROVED. ALTERNATE SUI3STlTUTIONS SflALL BE INDICATED IN BID.
[P[l.ANNONG
[LAN DSCArPrE
A~CH~TlEClfU~lE
8052 Slm,IRUP CAY CT.
BOYNTON B~ACH
IF!LQlRUDA 33436
5611 / 374-5525
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DATE: 11/6/98
REVISION DATES:
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I
A BS~LUTE
SURVEYING INC.
LAND SURVEYORS
56'5 SOUTH ()NIVERSITY' DRNe
DA VIE, FLORIDA JJJ28
(954) 232-9220
LICENSED BUSINESS No. 6218
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NOT TO SCALE
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~ EDGE OF PA VEMENT
II CENTERL INE
II GA TE VAL VE
s FIRE HYDRANT
II CA TCH BASIN
II OFFICIAL RECORDS BOOK
" PALM BEACH COUNTY RECORDS
II PLA T 8001<
II PAGE
.. WOOO UTILITY POLE
.. CONCRETE
.. CONCRETE 8L OCK STRUCTURE
.. MANHOl.. E
WATER SERVICE
.. ReCORD ?LA r INFORMA TlON
.. CALC/.A..A TEO FRQM FIELD TRA Vf:RSC ,WE.ASUREME.NTS
LEGAL DESCRIPTION:
Lor 7, BLOCK 2. "CmAR RIDGE, A P.UO. .9 HIGH RIOGe COWERCE PARK. A
P,I,D.". AS RECORDED IN PLA T BOOK 46. PAG!S 58~6/. OF T1-E PUBLIC
RECORDS OF PALM BEACH COUNTY, FLORIDA,
NATIONAL FLOOD INSURANCE PROGRAM
,
COMMUNITY' PANEL No.:
MAP R[VISW
BASE FLOOD [LEVA TlON
ZONE:
120192-0195-8
10-15-82
NIA
C
SURVEYOR'S NOTES:
~
'J
~ ~
\l.J ~
~ :'(
~ ~
~ S
Q ~
~
~
1, NOT VALID WITHOUT THE SIGNATURE AND THE ORICINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND
MAPPER.
2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOff
RICHTS-OF-WAY',fASF;MENTS, OrVNERSHIP, OR OTHER INSTRUMENT
OF RECORD 8Y ABSOLUTE SURVEYING, INC.
J. BEARINGS SHOWN HEREON ARE RELATlV€ TO "CEDAR RIDGE, A
P,U.O, <i' HIGH RIDGE COMMERCE PARK, A P.I,O," RECORDED IN
PLAT BOOK 46, PAGF:S 58-61 OF THE PUBLIC RECORDS OF PALM BE:ACH
COUNTY, FLORIDA. Rf,Ff:RENCE BEARiNG CENTERL/NE OF COMMERCE RCAO. '. ~ . '
4. BENChMARK: PALM BE;ACH COUNTY' ENGINEERING DMSION
BENChMARK NO. "INOUSTRIDGF:~ ELCVATlON = 20,5J
BENCHMARK NO. "GINA- (LEVArtON ~ 20.13
5, ELrvATlONS SHOWN HEREON ARE RELArlVE TO THE
NATiONAL CEODETlC VERTICAL DAT/AI OF '929.
6, UNDERGROUND FOUNOATlONS AND INSTALLATiONS WERE
NOT LOCATED.
7, THE LAND DESCRIPTiON SHOWN HEREON WAS PROVIDED BY THE CLI
f
~"
SURVEYOR'S CERTIFICATE:
f HEREBY CERTiFY THAT THIS SUR'lE:Y IS TRUE AND CORRECT TO
THE BEST OF MY KNOWLEDGE AND BELIEF. J FURTHeR CERrlFY THAT
THIS SURVFr MEETS THE MINIMUM TECHNICAL STANDARDS AS SET
FORTH BY THE FLORIDA SOARD OF PROFf:SSIONAL SJJRVEYORS AND
MAPPERS IN CHAPTER 61017-6, FLORIDA ADMiN/STRATN[ CODE
PURSUANT TO SECTION 472-027, flORIDA STATUTES.
DA TE:
!:!L:~L! '0
.
MEC-JJ/1?~
.) 21~
"j4
DEe 2 2"lc ",:)
k.A PLANi1ihG AND J
~.;.. . ',. 1ON!NG DEPT. ' ~
MITCHeLL R, MALLORY
f1.0RJDA REGISTE:REO SUR,VO'OR &- MAPPER
Rf,GISTRATlON NUMBER 4851
BOUNDARY & TOPOGRAPHIC SIjRVEY
LOT 7, BLOCK 2 ,
IICEOAR RIDGE, A P.U.D. ct HIGH RIDGE COMMERCE PARK, A P.I,D."
(PLAT BOOK 46, PAGES 58-61, P.8.C.R.)
CITY OF BOYNTON BEACH, PALM BfACH COUNTY, FLORJOA
LAST DAY IN
FIELD: 10-27-98
DRAWN BY: SD
SHE!T No,
1 of 1
PROJECT No. 98JJEJ
~ oe; 1
21.9 '
--+---~------~---~-----------------
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TOP OF
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MINIMUM FINISH FLOOR 22.00' NGVD
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B-98002 AlONG
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,..
SCALE: 1/16" =+ 1'-0"
GENERAL NOTES: WA TEA AND SEWER
1, All CONSTRUCTION SHAll COMPt. Y W1Tl-i TIlE STANDARDS AND SPEaFlCATIONS Of TIlE CJTY Of BOYNTON BEACH AND PALM BEACH COUNTY, SHOP
DRA'MNGS SHALl BE SUBMITTED TO ll-iE ENGINEER FOR ALL CONCRETE STRUC11JRES, VAlV!S AND HYDRANTS PRIOR TO FABRICATION. THE
CONTRACTOR SHALL SUBIJIT SHOP DRAWINGS TO THE COUNTY.
2. THE CONTRACTOR SHAlL COORDINATE ALL WORK 'MTI-l Tl-lE CITY AND/OR COUNTY.
3. HYDROSTATIC TESTING OF f.,(AiNS SHAll BE AT A M1NI"'UM PRESSURE Of 150 P.S.1. FOR 2 HOURS 'MTH A MAXIMUM ALLOWABlE LfAKAGE PER
AN':1/AWWA C600-67. QYEN AS fou.OWS~
L~ ~
133.200
DEfINED AS: l.. ALLOWABLE PIPE LEAKAGE, IN GAllONS PER HOUR
P "" AVERAGE TEST PRESSURE. IN POUNDS PER SQUARE INCH
S "" LENG1H TESTED PIPE. IN fUT
D "" DIAMETER OF TESTED PIPE, IN INCHES
4, STERIUZATION OF t.fAINS SHALL FOLLOW Tl-lE STANDARDS PER AWWA C651- 86.
5. THE CONTRACTOR SHALL SUPPLY THE E.NGlNEER TWO COPIES Of AS-euIU INfORMAllQN SHOWING THE CONSTRUCTED LOCATION Of VALVES,
LATERALS, H'l1)RANTS AND f.,(ANHOLES. THE FORt.lAT SHALL BE APPROVED BY THE ENGINEER PRIOR TO SUBMISSION.
6. ALL WATERMAINS SHALL BE CLASS .350 DUCTILE IRON PIPE (DIP). PER C150/1\21.50-91, CEMENT UNto AND Bl1UM1NOUS SEAL COATED INSIDE AND
OUT. AS NOTED ON THE PlANS AND IN ACCORDANCE V.TH ANSJ/AWWA Cl04/A11.4-90.
7, ALL fORCf}.(AINS SHALL BE ct.ASS 52 DIP. EPOXY-UNED AND BITUMiNOUS SEAL COATED, INSIDE AND OUT.
a ALl SANITARY SEWERS 12" AND LfSS SHALL BE PVC. SDR 35 -.1-m COMPRESSION JOINTS.
9. A M1NJUUM COVER OF 30 INCHES SHALl. BE f.,(AiNTAlN(O ON ALL DIP WAT(RMAiNS AND FQRCEMA1NS. A f.,(INIMUM COVE.R Of S6 INCHES Sl-tALL BE
MAiNTAINED ON ALL PVC WATERMAINS AND FQRCEMAlNS.
10, SANITARY GRAVITY SEWERS AND FORCEMAlNS SHAll BE LAlO AT LEAST'10' HORtZONTAlL '1' FR~ EXISTING OR PROPOSED WATERt.lAlNS.
11. STANDARD WATER - SE~ SEPARATION STATEMENT:
/
STORM AND SANITARY SEWERS CROSSING UNDER WATERMA1NS SHALL BE LAID TO PROVIDE A !..tlNlt.lUM VERTICAL DISTANCE Of E1GHTUN (18) INCHES
6ET~EN THE IN'vtRT OF ll-iE UPPER PIPE AND THE CROWN OF Tl-lE lOWER PIPE. Wl-lERE Tl-lIS UINIt.AUM SEPARATION CANNOT BE MAINTAINED. THE
CROSSING SHALL BE ARRANGED SUCH 'THAT THE SEWER PIPE JOINTS AND WATERMAIN JOiNTS ARE EQUIDISTANT FROM THE POINT OF CROSSING ~TH
NO LESS rnm TEN (10) fEET 6EThtEN ANY 1"N0 JOINTS AND BOll-i PIPES SHALL BE DIP. v.i1ERE Tl-lERE IS NO AlTERNATIVE TO SEWER PIPES
CROSSING OVER A WATERMAlN, lHE CRITERiA FOR MIN1MUl-A SEPARATION BEfI'oUN UNES AND JOINTS IN THE ABOVE SHALL BE REQtlIRED AND BOTH
PIPES BE DIP. IRRESPECTIVE Of SEPARAnc.t4, DIP IS NOT REQUIRED roo STORM SEWERS.
MAINTAIN TEN (10) fEET HORIZONTAL DISTANCE BETWEf.N WATERMAlN AND STORM OR SANlTARY SE~R MAIN. AS A MINI"'Ul-.C.
fQRCEMAiN CROSSING WATtRMAIN SHALL BE LAID TO PROVlOE A MINIMUM VERTICAL DISTANCE OF EIGHTEEN (18) INCHES BETVtUN THE OUTSIDE OF
l11E FORCEMAIN AND THE OUTSIOE OF Tl-lE WATERMAlN CROSSING OVER THE FORCEMAlN,
12. IT SHALL BE l11E CONTRACTOR'S RESPWSIBlUTY TO NOTIFY TtIE ENGINEER Of CHANGES OR DE'v1AllONS fROM Tl-lE ORIGINAL PLANS PRIOR TO
CONSTRUCTIOO Of SAID CHANGE OR DEV1ATION.
13. THE CONTRACTOR SHAlL TAKE Tl-iE NECESSARY PRECAUTIONS TO SAf"EGUARD ALL EXISTING STRUCTURES AND UTIUTIE5.. ANY DAMAGES SHALL BE
REPAIRED BY THE CQNTRACTOR AT HIS OWN EXPENSE.
14. EXISTING WATER, SE'Nrn AND DRAINAGE SYSTEl-.CS ARE NOTED ON ll-iE PLANS AND SHALL BE VERifiED BY l11E CONffiACTQR PRIOR TO THE START
OF COOSTRUCTIOO.
15. TIlE CONTRACTOR SHALL ADJUSl ANY VALVE BOXES, MANHctE Ra.tS/COYERS. OR F1RE HYDRANTS ll-iAT MAY BE REQUIRED,
.
..
"
LEGAL DESCRIPTION
nPE 0 CONCRETE
CURB (TYPICAL)
GENERAL INFORMATION
,. fEMA fLOOD ZONE 'c" (PER NATIONAL flOOD INSURANCE RATE MAP 112019201958 (10-15-82).
2, SFWMD GE.NERAl PERMIT 50-01081-S (HIGH RIDGE COMMERCE PARK).
3. MINIMUM FINISH FLOOR ELEVATION 22.00 FT.. NGW.
LOT 7, BLOCK 2, CEDAR RIDGE, A P,U,D. 8.
HIGH RIDGE COMMERCE PARK, A P,I.D.
PLAT BOOK 46. PAGES 58 - 61
BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA
GENERAL NOTES: PAVING AND DRAINAGE
I
~
-
~
;
" All ROADWAY DRAINAGE CONSTRUCTIOO SHAll. CONF~M TO pw.. BEACH COUNTY REGULATIONS OR
mE FLORIDA DEPARll.1ENT Of TRANSPORTATION STANDARD SPEOflCATIONS FOR ROAD AND BRIDGE
CONSTRUCTION,
2. PIPE SHALL BE AS NOTED ON THE PLANS. ALL PIPE SHALL ME.ET ASTU, AASHTO AND FOOT
SPECIFIC A nONS.
I
J. ALL UNO(Rc.ROUND UTlUTIES, ETC. SHALL BE PLACED PRIOR TO SUBGRADED COMPACTION AND
ROADWAY CONSTRUCTION.
4. WrlE.RE HARDPAN IS ENCOUNTERED \\1l111N SWALfS, IT SHALL BE COMPLETELY REMOvt:D fRO.,. 'THE
CENTERliNE, A DISTANCE Of 10 FEET BEYOND ll-iE EDGE.Of PA'v'EJ.AENT AND BACKFIlLED 'MTH A
GRANULAR ~A T(RIAL
5. All MUCl< AND YIELDING ~THIN l11E R/W SHALL BE REMOvtD AND REPlACED Vt1Tl-i APPROVED CLEAN
FlLL AND COMPACTED TO NOT LESS TI-lAN %a)r;JAXiMUM DENSlTY AS DElERM1NED BY AASHTO T-99C.
6. lOCATION Of DRAINAGE STRUC11JRES SHALL GOVERN AND PIPE LENGTHS MAY HAVE TO BE ADJUSTED
TO ACCOMPUSH CONSTRUCTION AS SHOWN ON THESE PlANS.
7. ALL SlGNING AND PA'vtMENT MARKING SHALL CONFORM TO TI-lE "MANUAL ON UNIFORM TRAffiC
CONTROL DEVICES..
8. GRADES SHOWN ARE FINISH GRADES AND ARE BASED ON THE NATIONAL GEODETIC V!RnCAL DA TUY
(NG~).
9. SUB-BASE MATERiAl SHALL HAVE A M1Nlt.AUM LBR OF 40 AND SHALL CONTAJN NO ORGANIC
f.,(A TERIAL SUCH AS ROOTS. GRASS. ETC.
10. UTIUTY EASEMENlS TO BE DEDICATED UPON CQMPLEllQN AND ACCEPTANCE BY aTY.
11. PERIMETER GRADES TO MATCH EXISTING.
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~ RAIlROAD
LOCA TION MAP
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NO SCAlE
LEGEND
LEGEND
[J==.::===.::=:z:== INLET. PIPE LENGTH
de DIAMETER
EXISTING
PROPOSED
EXISTING
EXIST. 8" s.~
150'-8- 5.S. ... DIRECTION OF FLOW, LENGTH, SIZE
SANITARY SEWER
. MANHOLE NUMBER
8" W,M, SIZE OF WA TERMAJN
!l >4 t- TEE. VALVE. fiRE HYDRANT
H-'" .,( GA TE VALVE, REDUCER. BEND
l C.O. SANITARY SE'W'ER LATERAL
i & ClEANOUT
WA TER SER'v1CE
S.P. SAMPUNG POINT
---0---
8" W.M,
~--w--~
x..- --M--i>- -
PROPOSED
tX;l
Q)
I
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to C\I
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en C\I
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, ~ If
.....
. .- a. ....
-t 50' -18" C,M.P,
~
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X <[~0:9)
'f.,. \4.00 ELEVATIONS
. FLOW ARROW
SIDEWALK
.
__L__
__t__
~
T.O.P. Of WATERMAlN ElEVATION
WA TtRMAIN OYER DRAINAGE PIPE
~I T.O.P. OF' WATERMAlN ElEVATION
WA TERMAlN ,UNDER DRAINAGE PIPE
-~" "--~"
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,- ....... r-
. .
, 2
g l]il]i~
I~I~HI
~D) ~ l!l In \n QC-1 1 '
lJi] !lEII 2' ~ 11m U pH:ET NO. OF
~j 1 T SUBMISSION TO CTY
. - ;'0 f'LANNINGAN[)1.":.~!.t&l,,,e,' -61-9~,.. ~1-
:. ... '" toNING DEPT. ....,P , -, " 1ft'
" --. 'T _~....i~.)~"..... . .........~ ~,_".._,~ ..; ,..,......_,v-.r..._
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,
PAVEM(.NT
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DUMPSTER LOCAllON