HomeMy WebLinkAboutDocumentation_Regular_Tab 08C_05/13/1999 �
MEMORANDUM
To: Thomas G. Bradford, Village Manager
From: Kara L_ Irwin, Planne�i _�'
Date: May 6, 1999
Subject: Site Plan Review
Lighthouse Gallery Inc., 395 Seabrook Road
33' X 21' White Vinyl Awning
Tom, attached are nineteen (19) sets of packets for the above referenced subject. Please place this
item on the May 13, 1999, Council agenda.
Staff recommends approval.
/jmb
Attch.
,., .
VILLAGE OF TEQUESTA
DEPARTMEN'T OF COMMUNITY D�VEL��'Iv1Elvl' REC. NO.�
g Post Office Box 3273 • 357 Tequesta Drive �HECK NO. __.
`'� Tequesta Florida 33469-0273 � C561) 575-6220 �OUNT: §�`� �
Fax: (561) 575-6239
0
SITE PLAN REVIEW
(S�O�tT FORN� .
PROJECT LIGHTHOIISE GALLERY INC .
AWNING INSTALLATION
ADDRESS: 395 SEABROOR ROAD, '��QUESTA
LOCATION:
LQT $LOCK � PROPERTY CONTROL NO.
A. STATEMENT O� R�TEI�TDED USE: 33' X 21 f WHI'TE: GALV:. F Rl�M� �..
_ _WITH WHITE VINYI. A�1N�NG
B.. GENERAL LOCATION MAP/SITE PLAN: SEE 1�TTACHED _
C. ARCHITECTURAL ELEVATIONS: S$E ATTA�H�:D
D. ENGINEERED DRAWINGS SEE ATTACHED
E. BUII.,DING STRUCTURE-
LANDSCAPING/SCREENING N /A
-
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GENEftAL NOTES: / v � � l / �� ��/ �
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! All p�pe s��all be ASA Schedule �J qaivanized �^ �" g /�I
2 All other materal shali be A36 steel (U-O N) �� � I �
� All welds shali compiy with A W S code (la�est edition) ��
G Cover all welas wRh coROSion resistant coatino. i / /` � ( �
5 All struUures desiqned in accordance wRh the wind � L1/.�.`�f �� j(.l-( (/
load provisions o( the Standard Budding Code (latest / �f f� �� d � �� t i � �h
� J � � .
ediUon)/;,SC� 7-93 � I ,� J �
6 Awning covers shall be removed in penods o( high i�
winds: specifically winds in excess of 75 m.p.h �
? Frames without fabnc will sustain 110 m_p.h. winds �i� �
8 All connections shall be (ully welded (U O N.) /
� �/ 'v
9 All frames have been designed using rat�onal analysis. i'.. 1 r
i / <<i
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.� �� � 0 UJ � C�� i"/ `� �N
� __... . , ., ,.. .. .
_,.. ��� S��GO �
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E� v � 5 -� �— '
�`'��" "�� � ��
No of Frames Headmg FB. Truss Pipe Rafters Spreader Pipe Lace Pipe Standards am�R[�an
a�nin�
B.H Header Pipe Truss Size O.A. Projections Bows V-Truss Pipe Concrete Footer S�ze ��.`� COMPANY. INC
Palm Beach Area (561) 832-7123 537 Pine Terrace
F H. Front Bar Ridge Pipe Up Right Braces Purlins Center Truss (T) (B) Base Fiange Flonda Waris t-800-427-a865 West Palm Beach
+� Fax (561) 833-9602 Florida 33405
FOUNDEU 1925
NOTES:
1. ALL SIGNS AND PAVEMENT MARKINGS TO MEET FDOT SPECIFICATIONS.
2. ALL ARROWS, STOP BARS AND HANDICAP SYMBOLS TO BE THERMOPLASTIC.
3. ALL PARKING AISLE STRIPING TO BE PAINT.
4. CONTRACTOR TO REMOVE EXISTNG 5/80 METER AND REPLACE WITH
3[4" METER WITH ABOVE GROUND REDUCED PRESSURE BACKFLOW
PRREVENTOR.
d
X
X
Z
C)
z
/O tv
O
PRESSURE BACKFLOW PREVENTION
N W*00i00' E 205' PROPERTY LINE
DEVISE PER TEQU� SPEC_ TION
- - _� i'- 20•� TOP OF RETENTION AREA PERIMETER BERM �� D°�
0.7 EAST EL - 8.0 C�
11
8.05 7.81 8.05 � MINIMUM ELEVATION 8.40 + 8.q 4 I �
0 ., s,p . . CO • + q.00
o .a 6.0 x ----- - - -�L.
11.21 �3 7 61 7.37 r .
to
•� CONCRETE FLUME 16.2'
7.86 (EXTERIOR MEA5UREMENT5, TYP)
8.40 •O ���
pp 8.23 BOTTOM OF
fig• RETENTION m
GONG.
�D •
II
-i
� II
EX. WATER TEF
(SEE NOTE
------- -I�y --
EX. 9ANITARY GLEANOUTI I
II
LO 8.20 AREA EL 5.0
18.00 4.00 18.00 I 1
RO GT FtLOW EXISTING � • �
60.00 - OPTIONAL PAVER BLOCK
AREA, LOADING ZONE (0
@() %244 50. FT. s ,p' WEST OF SIDEWALK ONLY. x
(COW11AXW 5PACE) S I I +
IS �
EX. fIN1.+1ED FLCaOR = Ig.
VILLAGE I g o O HANDICAP SIGN WITH
PARK 8.20 0, O
5WALE FDOT � SPECIFICATIONS
ill
l�
J 8.40
2X (TYP)
OD
2X, (TYP) 90 CO 453' 5.0' 1.
x I x a X + .4 .. Q. 4 .. O
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06 I a ° COI 4 ARD ZON
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TYP D CURB G
I 2X (TYP) ° . ° 3' HIGH WALIO v
(PER ARCHIT16U
i 6 PLANS) , 8" SO WHITE
IN LO NG ZO
LL.- 31.5 1 O O.C., )
X
+ I 8.45 p .
PP �•�40 ,Q� 8.60 + 8" SOLID WHITE
00 9.00 �---- 12.00 5.00 TYPE D . CURB 8• �/ EDGE OF DRIVE
�I I
143 83 LF O 0 368X
8.5 :L.21 0 0 8.40
7.87 N 04
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L -
----------- EOPPOINTOFDEFLECTION - - - - - -- - -- - - - - -- - - - -- 8.60
k � ° CO x i
k
+5.(5 SHALE
X 8 PROPERTY LINE N g0a00W' E 205' x STOP BAR &
.O STOP SIGN PER
PERIMETER BERM FDOT SPECIFICATIONS
MINIMUM ELEVATION = 8.40 (R1 -1)(24 x24')
x -
NORTH LINE OF JUPITER
+ .O IN THE PINES "SECTION B"
(PLAT BOOK 26, PAGE 16)
YL
k
N
+ _ 7.22 x 6
OVERHEAD HIF0
Q
mF
1 Y I
� 1 +I
II
II
II
TYPE 'F' CURB
AND GUTTER
�0 • TAPER RAISER`L gURE
x TO FLUSH O A
1Q 6.00 11 ))
579 o / II
GRAPHIC SCALE
77 0 5 10 20
6.85
1 INCH = 10 FT.
I
r
75.60 1 I I X i '/
'J I I I �- •� I EXISTING
(Q be } I FIRE HYDRANT
� x I I
F
I
P HE I
OLE
I D�
6.11 X
I 7ELLIPTICAL
I I 18 "x30" RCP
CAT61-1 BA51N (TYPICAL)
(I
&RATE ELEV. = 536
BOTTOM ELEV. - 2.43
REVISION DATE
AN meosurernents must be verified on project
rte. Wore ragl d*UW" and fabricction
the drawkq must be wrNwd and approved.
AN OeeigrN are the property of Canterbury
Englrnwinq Ins. and no port or sum of Nw
wdiely of thin document is to be copied or
reproduced. A is to be used for the project
and oft . spsdlfoaMy identified herein.
and Is nd fo be used so any olhsr
It M stee to be returmd up" r
® Copyright by Canterbury Engineering.
M+c. 1997 - AN R wr
Rights Rewd.
Cie
W CL
N Y
Q 80
CL Mn f, ^�-j
F- a
APPROVED B.C.
SCALE 10= 10'
DATE 02/02/98
Fill a�n- ,g9oa -coNSr
xw R \97- thsoo- 9ASEI11
3 OF4
SHE
97.16
MO= NUMBEit
I
REdONSTRUCT SIDEWALK WITHIN
}
UMITS OF PROPOSED DRIVEWAY
f
WITH 6" MIN THICK CONCRETE
_ . 1 _ _ _ . _
I
WITH WIRE REINFORCEMENT
I
I I
BENCH MA
x
I
STORM MA
OLE
�D
cl 8 -- I IM ELEV. = 5
�
O
I
5.80 I ��
130 OM ELEV.=
.40
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r
75.60 1 I I X i '/
'J I I I �- •� I EXISTING
(Q be } I FIRE HYDRANT
� x I I
F
I
P HE I
OLE
I D�
6.11 X
I 7ELLIPTICAL
I I 18 "x30" RCP
CAT61-1 BA51N (TYPICAL)
(I
&RATE ELEV. = 536
BOTTOM ELEV. - 2.43
REVISION DATE
AN meosurernents must be verified on project
rte. Wore ragl d*UW" and fabricction
the drawkq must be wrNwd and approved.
AN OeeigrN are the property of Canterbury
Englrnwinq Ins. and no port or sum of Nw
wdiely of thin document is to be copied or
reproduced. A is to be used for the project
and oft . spsdlfoaMy identified herein.
and Is nd fo be used so any olhsr
It M stee to be returmd up" r
® Copyright by Canterbury Engineering.
M+c. 1997 - AN R wr
Rights Rewd.
Cie
W CL
N Y
Q 80
CL Mn f, ^�-j
F- a
APPROVED B.C.
SCALE 10= 10'
DATE 02/02/98
Fill a�n- ,g9oa -coNSr
xw R \97- thsoo- 9ASEI11
3 OF4
SHE
97.16
MO= NUMBEit
I
REdONSTRUCT SIDEWALK WITHIN
}
UMITS OF PROPOSED DRIVEWAY
f
WITH 6" MIN THICK CONCRETE
_ . 1 _ _ _ . _
I
WITH WIRE REINFORCEMENT
I
I I
BENCH MA
STORM MA
OLE
�D
cl 8 -- I IM ELEV. = 5
O
5.80 I ��
130 OM ELEV.=
.40
I -
o � �o
I
r
75.60 1 I I X i '/
'J I I I �- •� I EXISTING
(Q be } I FIRE HYDRANT
� x I I
F
I
P HE I
OLE
I D�
6.11 X
I 7ELLIPTICAL
I I 18 "x30" RCP
CAT61-1 BA51N (TYPICAL)
(I
&RATE ELEV. = 536
BOTTOM ELEV. - 2.43
REVISION DATE
AN meosurernents must be verified on project
rte. Wore ragl d*UW" and fabricction
the drawkq must be wrNwd and approved.
AN OeeigrN are the property of Canterbury
Englrnwinq Ins. and no port or sum of Nw
wdiely of thin document is to be copied or
reproduced. A is to be used for the project
and oft . spsdlfoaMy identified herein.
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