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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. 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AD ''�'' ' �✓ ' ' � ' ,- �, a , a r a , �;. o�Frc �:uc , � ` io " � ` o ��Pc�` t.. -:� , < . - _ �� � fILLCI wGLD 10 PiPC ^/� `^'CtC• :nSt(h lU .• fi.lCt w;i. � - �; w/�/a �'ELD. 3'-0' O/� ""n', ,.�,/.' nc.L� �;T._ \ I \ .,nxi��.. r<sr[� io wAU 3/8" x a" 11+G SCREW �o w, w�.. ' �: vnr,. / '� � W/ 3!8" SHIELD 3r8W/ 3!8" SHSELD W 3/8" x 4" lAG SCREW :.n�i �,OF2: Jt 1�.�_ ipJ� � � t � !�D W/3/8"SHIEL� - --- :;� D:TFiI (��� _�+... V ^/�� ANCHORING DETAIL (AO1 �A ��BED FR�uE COltlun � �i � u u+ro roonNC � ` 1 uF � �b�x �6�x 2•' DEEF "'�� � � � co�c �oonr+c I Oo0C ° � cONC � � I � I I �� � � ' � /� � �_ �t� /� ll 1 / � �c 1_i a� l� � \ �, � � � 6�/ � ;�� ` � f � i ` �l',�;�' ; , . ^ : , . « �. � � ( / �V n ,•5 ��.. . ,Ce�Srw�. i � ':c�;: . I �� � � , 3 ��,' ; � _. . ._ _ _ ��.�. P��� . .� „ �:_��,�= ��- � ro c��v.,,< ��. �crr[p� �5 Sr+p..w ;� , -�— �c�, .;���HoR�Nc DE T�.!� --- — �' „� i � � ��� � � � �' ;�% �J O � , z�� � , = � � � ,� � I ' , �� 1 ' � �� GENEftAL NOTES: / v � � l / �� ��/ � . / �- � � '°�� � r �/� ; � ! 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 it�� ;� / .� �� � 0 UJ � C�� i"/ `� �N � __... . , ., ,.. .. . _,.. ��� S��GO � , 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 » .} k -11P - -- _ G v �o - -- - - - _ 8.36 a ° I CONC WHEEL STOP TOP OF RETENTION -� a a 0 Q (•� ) EL 8.0 4 . ° EXTERIOR SaILF(�M OADIN g. 06 I a ° COI 4 ARD ZON U p 4. O � u 8.75 � 1 I �,0• 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 I 2X (TYP) . � I I 8.50 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 I Q I Q I I I Z Q I �I Q lu I. III d) I I zl �1 I ca z I LO wl i z I I� I I3 R I L I I CENTERLINE OF SWALE II I IN DRIVEWAY 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. 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