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CC-09-1198_Plans (2) I Revisions s, CONC. WALKWAY 3 LEGEND: 5x5 PANELS R 3 x 1 7.16.09 FR9VI8 M 2% SLOPE I ° R ° SYMBOL DESCRIP110N o ut tv;AS � SOD SEE I TE Oi � N � N 2 10.22.09 DEW oDtt'idYt. M A.8u 'ez &. As c:lcllhales, IIi :. ° N N 8' CMU. WALL EXISTING CONC. - R 7/8" STUCCO 7/8 STUCCO J 48697 5:* Awwwa 1,4.9rn' r;; kja. tdil a 6 LIMERO BASE ;, . „. 2n..fi r ;: FRX 30,,...5..0.164 - - PROVIDE 1 REBAR CONTINUOUS IN FILLED CELLS OF C 13 -6 A 10 1 95% T-180 FC. # A U T , i 5, i o' . ... I mm I I I MU !L 1 COMPACTE SUBGRADE �• PROVIDE PRECAST CONC. LINTEL AT ALL WALL 5/8” STUCCO CLF TYPICAL SIDEWALK DET. OPENINGS *; �8' HIGH) ° 5/8" STUCCO ° :' 7 1 F.F. FINISH FLOOR 6 .' , �' '.. SCALE. 3/8 =1 —0 I F.G. FINISH GRADE TICKET BOOTH F ELE .: �. SEE NOTE 3O +0.2' �OF.:` 6 CONC. WALK ELEV. TO - PROVIDE THORO SEAL WA ATCH TICKET BOOTH F.F. GENERAL TRADE NOTES p n '..{ t OPE TO MATCH SIDE WALK L. 5 M PROFING ROOF SYSTEM WI IN R z r RAINAGE 2 "OF SLAB EDGE : -- o 0 1 90' HOOK AT EACH ° N 7/8" STUCCO 10 VERIFY F.F. ELEV. IN FIELDS W/ ARCHITECT o 7/8 STUCCO '° r, $ FILLED CELL •':.�r 6' I Ftne Lu3e En inesris� ,Inc. ' " F.F. F.F. 0 EL. +10 -8 1 NOT IN USE ceurge F'reij" P.E. ALUM. BEAM & ENCLOSURE FOR SIGN BOARD DESIGN • 3 D G:II: SS ?67w -$43 TOP OF WALL STUCCO I SEE DET. F.G. SEE DET. F•G• 0 '� : `'..�•'� 5 BY SPECIALTY ENGINEER. PROVIDE DETAILS AND ,.., ••,... 2 3/4" CONTINUOUS N CONC. ROOF SLAB 2A /A1 t 2A /A1 7/8 t ENGINEERING TO SECURE PERMIT. LIGHTED BOX 1; N - - - -I 4 ®8" BOTTOM EW. I— - - - - - - - - —I I - I— - - - - - LETTERS TO BE MOUNTED ON /OR INTEGRAL TO SIGN 1 CAST IN DRIP # STUCCO L------ - - - - -- L- - - -- - - - - - - J BOARD. SIGN BOARD COLOR -BLACK LETTER .. .,, EL. +10' -0" PROVIDE DETAIL FOR MOUNTING BEAM AND FACE -RED. CONFIRM LETTER TYPE WITH UNIVERSITY m - CMU qv WEST ELEVATION EAST ELEVATION ENCLOSURE TO ROOF SLAB. DO NOT IMPEAD WATER g /8" SEE DET. # SCALE: 1 4 " =1' -0" SCALE 1 4 " =1' -O" FLOW FROM ROOF. - STUUCO 2 op ® ALUM. POST SPECIALTY ENG. TO PROVIDE DETAIL FOR CONNECTION = .... �, . 7 ALUM. GATE CONC. ROOF DET. TYPICAL 2 © 2' -8 "x 4' -6 "ROLL UP DOOR ALL ALUM. CONST. 4 + ELEVATION OF THIS EDGE TO SCALE: 1 "= 1' —Or' W /LOCK, WEATHER SEAL AND MDC. NOA. D COORDINATE WITH NORTH 3 LETTERS THIS FACE ONLY Y AND SOUTH MATCHES 70 PROVIDE PVC. STUCCO BEADS THROUGHOUT 7 : �� REQUIRED 8Y NOTE 0 I `' p "°�' �,/ ® R ; I VERIFY ALL ELEVATIONS. S. 8" CONC. BLOCK WALL - -- iv ® NOT IN USE 4 G ,. VERT. REINF. N to 5" 0. n 90 3 " -0 "x 7' -0' HM DOOR AND FRAME W /12 "x 24" ; POR `� ° " 4 LOUVER PROVIDE ALUM. THRESHOLD BOTTOM SWEEP 1X {�� � 5 8 S 5 8 STU CCO / / STRIPE SST HINGES AND PASSAGE SET CONFORMING '�S• .. , • w, / / �, I � 2 #9 WIRE REINF. 5/8 STUCCO TO UNIV. REQUIREMENTS ( COMFIRM) �I��� A '1Y ; s (DUR -O -WALL) OR A •{Oh L {'rL• ��' 3 a o r— L - c „ APPROVED EQUIV. o EXISTING v v o. 2 "' ' cn CONCRETE M LADDER TYPE. ° v �' z N a SITE NOTES :,;, .. 1 /2 EXP. JT. R y .. PROVIDE 1 1/2" `�' O1 THE q OF THE ENTRY GATE SHALL BE APROX. 0o ao = . = 5 DEEP KEY AT TOP OF FIN. FLOOR ^ R ^ g CO o EQUAL DISTANCE BETWEEN FLANKING LIVE OAKS. s` " C ° I ACTUAL i TO BE COORDINATED W/ NEAREST JOINT ' ` POINTS WHERE 4 CONC. SLAB ON WELL CO ACTED I , . �"� ' GROUTING IS FlLL W/ 6 x 6 - W1.4 x W14 W.W.F. ° STORY C B S CONC. WALKWAY AND PARALLEL TO 2 ��� �, 7 O (0 H _':'y:: 1 ■ U STOPPED (TYP. U. N. 0.) 1:lie .• / `y 6i CLEANOUT % OPENING GRADE .: �' • ° . ". " 2' -4" " '_4" n REMOVE EXISTING BITUMINOUS PAVEMENT INSTALL ���� z to R INSTALL NEW CONC WALK 5 c� W (GROUT AFTER o ° '. 8 W 06 INSPECTION TYP. E OF 0 ALL 10 MIL VAPOR BARRIER I I © NEW CONC. WALK TO MATCH ELEV. OF EXISTING O W S z I "' "' « 'I :.; ":: o ALL CELL GROUTING I I WELL PACIE SOIL F.F. LEVELS & 0 BA ®MATCH CONC. JOINT TO MATCH EXISTING CONC. N R HIGHER - � H G ER THAN 4 0 0, — LOCATION • ' COMPACTED FILL - F.G. WIDTH ®THIS - 6 U N — 1 ? 1 FOOTING rS��E� tALL WALK WAY JOINTS TO BE SAW CUT. IT IS I " a. - - -� DET. I I R � -- - - - - -- ® r t DOWELS SAME SIZE & a a - I - 4 { ,n SEE DET. I— - 2A /A1 2A /A1 INTENDED THAT SAW CUTS WILL CREATE A 5 x5 GRID I W SPACING AS WALL L - - - - -J L-1 L------ - - - - -- OF SLABS. o . ` �t COMPACTED SOIL 1 4 ; _ 6' REINF.) Q' ° . a ' 4 . PRIOR TO CUTTING. ALL SAW CUT LOCATIONS WITH ARCHITECT NORTH ELEVATION TI. N N p 2 3 CL. - TRANSV. REINF. 4 ® 24 _ I ,.r'� G7 • » » PROVIDE NEW END POST AT EACH SIDE OF NEW ''� TRANSV. REINF. 3 #5 IYP. � SCALE: 1 /4 =1 —0 © I ` 2 = N CONSTRUCTION �' N WALL REINFORCING DET. W PROVIDE SUITABLE FILL AND SOD FROM ALL CONC. 2 6 j :;: 5 10 -8 Z AND BUILDING SLABS SLOPE TO FINISH TO D " `.' z 2A WALKS A � cn N.T.S. I' EXISTING GRADE ®1' ON 12' � co 7 ® `ALL EXISTING TREES TO REMAIN 7 Ai 3 r W AS - TO TO PROVIDE DERM APPROVED 6 8 , g CO NTRACTOR D N N O , u i A 1 N 1 N f d 1 n f N•;!•, �.s.. U _ _ LAN •.• . 4 REINF. 8 -2 15 -10 4 REINF. CONC. SL 4 -2 7 -4 8 -4 8 4 3 4 BARRIERS AROUND ALL TREES SHOWN ON SITE P ;: . • � • ' • ': D o STAIRS CONC. SLAB n _ _ LESS THAN 18" IN DIAMETER AND 10 -12 BARRIERS.'; .._ ® 1/4 /FT - 1' -4" 2' -8" 3' -4" - AROUND ALL TREES SHOWN ON SITE PLAN 18" IN 6 z DIAMETER OR GREATER. -- --------- - - - - -- _ _ I _ I o FC. F,, ,: FC. F 4 I sL13P� n N EXIS i • • :;si'. • • 3 • • i cn ,. - . CONCRETE I N °` ° I I R y 4 ,I z C� C D I ; .. ; ;. -- - I :.. ,- = -- R;. , ''* y • ELECTRICAL LEGEND: .co -I Al I I 0 N 'i 11 A H- -j Y II I I • • . 06 r O I I 4 -2 I II I �1 II II 1� I II FC. SYMBOL DESCRIPTION .. N . 6 . I I • II �� II II �� IIFC. I = 2 .. ; .• 5 m S OPE 1 4 F 2 ,,� I TICKET BOOTH , .,,,. 5 I I 4' , I TYP. i s A I � -.. I J �z _, ,_� I I i � I I I 6 I = co I I Al Al I I I i I 4 �� �\ n I I ,� `� I I WALL SWITCH FOR AREA LIGHTING . �- g s o f I I i � II II i � I - - - -- • I i I .'� �`. i i i i �'� \�� i i DUPLEX OUTLET 0 18" All I u 1 SEE DET. o �, w —_1 I1_ 1 3 c x—_1 %0 EP. - - - I 2A /At o- A ELECTRICAL PANEL N I I � O z °�° -- - - - - -- i ELECTRICAL NOTES: BS. Y I I S` 5'� STOR C ' ' I --- - - - - -- s o /i l \ u + v d . " , u S i I - t 4 OCT. JUNCTION BOX FOR WALL MOUNTED LIGHT R OOF PLAN -4 3 4 ❑ a R �d ®9 4 AFF. PROVIDE LUIS M.O. SEE DEL FIX TURE _ U 3 SCALE: -0" 2A /A1 4 MAXI WALL FIXTURE (2) �a���' z a 9 ❑s ELECTRICAL PANEL FED FROM BELOW. PROVIDE I o /� I .. to 0 1 -1/2 STUB UP CONDUIT FOR TELECOM THROUGH C o i " x 3 I FOUNFATION WALL CONFIRM LOCATION W/ F I I 26' - 6" Ll u o UNIVERSITY 1 -0 x 4 ' -0 � �. F L 0 0 R PLAN N FLUOR. ®CLG. z � N g - ❑Q I Ln AK IE " t TO SIGN ABOVE ® <"' y 7/8" STUCCO O.C. " STUCCO I 7 0 5/8" STUCCO lYP 7/8 STU ❑5 PROVIDE A 100 AMP ELEC. SERVICE TO TICKET M BOOTH. TREE TABLE __ __ _ _ Job No. �U.09.01 No D. H. S. CAL. O COMMON NAME SCIENTIFIC NAME i o STRUCTURAL NOTES: 18 45 30 8 BLACK OLIVE 8ucida buceras I ®gte 0"5)09 18 37 30 8 BLACK OLIVE Bucida buceras �i 1' -0" DEEP x 5' -6" x 5' -0 CONC. FOOTING ' R OLIVE 8ucida buceras BOTTOM 0 3' -4 "BFF PROVIDE 5 5 REBAR EW. 3 18 39 30 8 BLACK # i E o I aD 2' ' 'SL •• R .. .. Scale As Note ° I LO ® 18 42 30 8 BLACK OLIVE Bucida buceras 2 n I Oo r o 4 REINF. CONC. SLAB ON COMPACTED FILL (987. Sabal palmett 01 I i r P 90 0 24 25 20 15 CABBAGE PALM W 6x6- W1.4xWi.4 WWF _ 1 2 / D __ 1571 G Sabal p almetto a: EX 18 10 10 4 CABBAGE PALM � ® � � 1 2 CONC ETE 14 30 30 6 ROYAL PONCIANA Delonix regia 77 _ -- SPREAD Q3 16 DIA REINF. CONC. FOUNDATION BOTTOM ® I 7 , -2 " - -P r UNDERSIDE . o 0 14 30 30 8 14 30 30 6 ROYAL PONCIANA Delonix regia 3 -4 BFF. BRING TO ER IDE OF CONC. WALKWAY I , .: _ 3 PROVIDE 6 VERT. & #4 TIES 0 12 # STUCCO I ?4 6 ROYAL PONCIANA Delonix regia I 1 ' o ih 14 30 30 6 ROYAL PONCIANA ® NOT IN USE I 7 F.F. ® Delonix regia 7/8 STUCCO 11 12 9 10 2 ROYAL PONCIANA Delonix regia ® NOT IN USE I �.... F.G. N �? 12 10 18 15 17 QUEEN PALM Syagrus romanzoffiana w 3 (� r (� E s NOT IN USE o w Q Q t t a rus romanzoffian r S DIAMETER o. PALM '!v"' I— - - —I SE DET. 13 10 18 15 17 QUEEN Y 9 1 5 SEE DEL .n u� F_ � I I � � 14 10 18 15 17 QUEEN PALM Syagrus romanzoffiana � Q POURED 4 CONC. COUNTER TOP ®36 AFF. W/ # 2A Al 2A/ 1 L------- - - - --J / L� L - - - - -J 15 18 45 30 8 BLACK OLIVE Bucida buceras 1 1. ®8EW 18 37 30 8 BLACK OLIVE Bucida buceras T ® l' -0 "x 2 " -0" CONC. FOOTING 0 S -4" BOTTOM S I TE PLAN Street N o. S O U T H ELEVATION BELOW F.F. SEE 2A /A1 1 -20 1 SCALE: 1 4 =1 —0 / I l I� -L - J� 3 Revisions _ LEGEND: 0 I 4 SYMBOL DESCRIPTION IIAS d N d CI M.A.Suw.,ez &A_ ociafes,Inc;, 6" CONC. WALKWA�f - - - - -- a a 8 CMU. WALL EXISTING CONC, 4884 7E3th A,;k4 �u6. Miami, Ficsfi0a a3155 5'x5' PANELS °D " O � M �' C' FaX • "37/8- � T Tai :3; .''3i) )3Es3 F05.";•0.'3 ;34 STUCCO .C. STUCCO i� y� •iii /ii 2% SLOPE 5/8 STUCCO TYP FC, • PROVIDE 1#6 REBAR CONTINUOUS IN FILLED CELLS OF CMU. i PROVIDE PRECAST CONC. LINTEL AT ALL WALL w 6" LIMEROCK BASE / o i - CLF o OPENINGS ° (8' HIGH) 6 "r 7 N a � F.F. FINISH FLOOR 0 � a 95% T-180 o � TICKET BOOTH F F. ELE COMPACTED I 'n F.G. FINISH GRADE O ;:.., coq; ,' 6 SUBGRADE Q °' SEE NOTE 3 +0.2 m `r �. . :. -. MATCH WA CKET BOOTH F.F. CID TYPICAL SIDEWALK DET 1 GENERAL TRADE NOTES: SLOPE TO MATCH SIDE WALK " ° • • o o . 3/8 SCALE DRAINAGE I STUCCO I 1Q VERIFY F.F. ELEV. IN FIELDS W = � • • ARCHITECT F.F. 1. O 1 NOT IN USE yw 7 8 w STUCCO •''� s / a F.G. CU l N D t o t ALUM. SIGN 3 BEAM &ENCLOSURE FOR . 0 cn SEE DET. I `lJ ;r, SEE DET. �- — — — -1 BOARD DESIGN BY SPECIALTY ENGINEER. PROVIDE THORO SEAL WATE 2A Al 2A Al SECURE PERMITS LIGHTED ENG I N EERING R / / Al At PROFING ROOF SYSTEM WITHIN L----- - - - - -J I—� L - - - - -J TO BE MOUNTED ON /OR INTEGRAL TO 5 2 "OF SLAB EDGE SOUTH ELEVATION SIGN BOARD. SIGN BOARD COLOR -BLACK :_ .;•:'. 1/4!/FT LETTER FACE -RED. CONFIRM LETTER _ TYPE WITH UNIVERSITY • , 90' HOOK AT EACH SCALE 1/4 VERSITY PROVIDE DETAIL FOR MOUNTING UNI BEAM AND ENCLOSURE .2/ ' P. E. FILLED CELL z EL. +10' - ..: M :. • TO ROOF SLAB. DO NOT IMPEAD WATER 7 = f FLOW FROM ROOF. f �I, .:` :' TOP OF WALL STUCCO 3 0 3 0 4 ALUM. POST SPECIALTY ENG. TO PROVIDE y " CONC. ROOF S LAB I - 3/4 CONTINUOUS L B a I DETAIL FOR CONNECTION �. CAST IN DRIP 7(8- #4 0 8 BOTTOM EW. ELEVATION OF THIS EDGE TO §' o� D COORDINATE WITH NORTH STUCCO + ! a w w Q5 ALUM. GATE 1; �ti� ``�` � �� ° �4� � ' ' : . 7/8 STUCCO 7/8 STUCCO °° �'► ,.,: AND SOUTH MATCHES En t . u 7 REQUIRED BY NOTE 3 Y� tr ©2 -8 x 4 -6 ROLL UP DOOR ALL ALUM. CONS, �� �,� VERIFY ALL ELEVATIONS. ------------------- - - - - -- CMU " .< � "" O SEE DET. #3 W/LOCK, WEATHER SEAL AND MDC. NOA. 5/8" 5/8 STUCCO 07 PROVIDE PVC. STUCCO BEADS THROUGHOUT ; 5' STUCCO ° 5/8" STUCCO ° ® NOT IN USE I 4 LrI i� o •:`• •.y� » 3 0"x 7 0 HM DOOR AND FRAME W 1 2 x 24 9 O / 3 LOUVER PROVIDE ALUM. THRESHOLD, BOTTOM . � � . — SWEEP STRIPE, SST HINGES AND PASSAGE SET EXISTING :.:: �: - �'•• ::': : . cn CONFORMING TO UNIV. REQUIREMENTS ( COMFIRM) CONCRETE CONIC. ROOF DET. TYPICAL = ,- S a , 0 o r r 2 1"= 7 8 S�CCO T S CA LE: � � I 1� SITE NO ES: � ( / STUCCO _ � 1 THE OF THE ENTRY GATE SHALL BE APROX.� m M F.F. 9 r 1 F.F. O EQUAL DISTANCE BETWEEN FLANKING LIVE A k LL V 6 f SEE DET. F.G. SEE DET. F.G. OAKS ACTUAL � TO BE COORDINATED W 1 < wa 2q /q1 t I I I NEAREST JOINT IN EXISTING CONIC. WALKW z —I I / - \ I PARALLEL O 2 STORY C.B.S. �� 8" CONC. BLOCK WALL �' _y� -- - - - - -- AND A T �_— 2A /Al t - - - - -� t4 o ®� 8 ® w L_ — — — — — — _ — — — J L — — — — — — — — — — J REMOJE EXISTING BITUMINOUS PAVEMENT � ' :.`• C�' �° � INSTALL INSTALL NEW CONC WALK VERT. REINF. 7 ~o i WEST ELEVATION E A T E L E V A T I 0 N O3 NEW CONC. WALK TO MATCH ELEV. OF EXISTING - — - I ys i . > ca m SCALE: 1/4"=1 -0 SCALE: 1 /4 " =1' -O" ®MATCH CONIC. JOINT TO MATCH EXISTING CONQ MOTH 0 THIS LOCATION (OUR- OR RE WALL) OR i . 3 LETTERS THIS FACE ONLY © ALL WALK WAY JOINTS TO BE SAW CUT T SAW CUTS WILL q IT IS INTENDED THAT APPROVED EQUIV. o CREA E A 5'x5'GRID OF SLABS. BARRY �V TTY 8 - I I� �v�- �� z a LADDER TYPE. CONFIRM ALL SAW CUT LOCATIONS WITH `° z N ARCHITECT PRIOR TO CUTTING. �' 'C�� oP� 5' 10, -8" N w 1/2" EXP. JT. a - - - - - -- a ��� C'��G� SPA : a: ;, LEI L_ a u� " o0 6 PROVIDE NEW END POST AT EACH SIDE OF NEW Z / O PROVIDE 1 1 2 TOP OF FI FLOOR 5 8" STUCCO 5 0 5 8" STUCCO--, 9 LA DEEP KEY AT / / f '� �'� ,. POINTS WHERE L�� 9 4 CONIC. SLAB ON WELL COMPAC - D � " STUCCO-- :•.:�.'�' • 5 8 cn _ GROUTING IS / PROVIDE SUITABLE FILL AND SOD FROM ALL s r STOPPED FILL W/ 6 x 6 - W1.4 x W1.4 W..f. TYP. U. N. 0. o CONIC WALKS AND BUILDING SLABS SLOPE TO <0Q • r 0 C FINISH TO EXISTING GRADE 0 1 ON 12 I 3 D CLEANOUT OPENING GRADE �' w. < , o �, ` (GROUT AFTER ° > o • STAIRS INSPECTION TYP. 0 ALL :; '• �, z LEVELS & ®BASE OF z MIL VAPOR BARRIER � � - � 6 � � ELECTRICAL LEGEND ALL CELL GROUTING 5 I 1 i ON TERMITE TR 'n ° d o I �` HIGHER THAN 4' -0 ° ) co I WELL COMPACTED SOIL o� SYMBOL DESCRIPTION 1: sgTiP N N. EXISTING COMPACTED FILL 1, �' o N CONCRETE co DOWELS (SAME SIZE & 2 -4 w d . °. _ FOOTING " " _ 4" � � WALL SWITCH FOR AREA LIGHTING . r ` 0 " � a a ' ° .� m ,,� SPACING AS WALL d a DUPLEX OUTLET 0 18" A.F.F I L '" ` `6 m m REINF.) d . COMPACTED SOIL ;�, I J d M F.F. EPA ELECTRICAL PANEL � � � s o 0 � 3" CL. TRANSV. REINF. #4 "® I v I N F.G. I • ' .i :, 0 3 C/) C (11 t — > N 24 6 D I `� _ o t I I t� Z I LL CD ` TRANSV. REINF. 3 #5" ��- — — — - SEE DET. I I 3 .n SEE DET. - I— — — — — — — — — —I ELECT AL NOTES N I I 5 , ' S, . � o U v`: TYP. 2A /A1 2A /At �i 4 ° OCT. JUNCTION BOX FOR WALL MOUNTED LIGHT FIXTURE 0 9' -4 ° AFF. PROVIDE LUIS w + °i 2 A WALL REINFORCING DET. NORTH ELEVATION PULSON ORBITER MAXI WALL FIXTURE (2) I N , �i� 0 N.T.S. { SCALE: 1/4" =1,_0» ( NI ✓ ►� z ❑2 ELECTRICAL PANEL FED FROM BELOW. I , _ j PROVIDE 1 -1/2" STUB UP CONDUIT FOR al �I� f • � �� f .� - C) U L TELECOM T FOUNFATION WALL CONFIRM I� I iti c o Ai Al LOCATION W/ UNIVERSITY rn ! cn s I I � u " " » » 03 1'"-0" x V -0" FLUOR. 0 CLG. I , 8 -2 15 4 -2 7 -4 • 8 -4 8 -4 3 -4 4" REINF. 4" REINF. CONIC. SLAB 1' -4" 2' -8" 3' -4" C LO ONC. SLAB r ® TO SIGN ABOVE 1 /4 " /FT TYP. 6 —_ - - -- - - - -- �,. ------ 7 -- I ❑5 PROVIDE A 100 AMP ELEC. SERVICE TO TICKET FT] :..;.;. T.: I • • a� BOOTH. i I qV ^ • r-N� I Jo N 2 I I 1 _ _ � `� I i i I " I" " ' LL STRUCTURAL Al i i 4' -2w I • I TICKET BOOTH I • i I 7 �\ 1 1 �\ FC. FC. NOT ES : = I I 5 I I I / I I I I I I 5 N S OPE 1 4" F Al I I I I / 4 ,� �� I i I I ,� �� 11 J 6 Q 1' -0" DEEP x 5' -6" x 5' -0 CONIC. FOOTING I Data Ai 00 I TYP. i 2 r I • II j ,� •` 11 11 �• �� II # . II II , - - -- Al . w 1 1 �t I 1 11 11 11 BOTTOM 0 3 -4 BFF PROVIDE 5 5 REBAR EW. I SEE DET. w I -• n z' 'SL E 0® AS N ote - --u - - u Q 4 REINF. CONC. SLAB ON COMPACTED FILL 0o r 1 I I I 2A /At t s.:• I I � — _ _ _ _ (98%) W /6x6- W1.4xW1.4 WWF I = - :.: ' 0 - t EXISTING I -= CONCRETE 1 1 FROM 2 5 I 2 O3 16'D!A REINF. CONIC. FOUNDATION BOTTOM 0 I N ; 3'- 4'BFF. BRING TO UNDERSIDE OF CONIC. , I ED�WAR©� CANNON, AA _______ 1 I STORY CBS. ' ' ' ' • I L — — WALKWAY PROVIDE 6#6 VERT. & #4 TIES 0 12" X73 1' -4" 3' -4" M.O. SEE DET. NOT IN USE I 4 2A /A1 4 ® NOT IN USE (� 9 © NOT IN USE I 3 I N N Q POURED 4 "CONC. COUNTER TOP 0 36 "AFF. W/ 3 ROOF PLAN FLOOR PLAN #4 ®13 "E N Sheet N o. SCALE 1" =V-0" V ® l' -0 "x 2 " -0" CONC. FOOTING 0 3' -4" BOTTOM SITE PLAN / SCALE: 1 /4" =1' -0" BELOW F.F. SEE 2A /A1 „- 0 1 20 MR • A-1 3 i �I I 1' �I a 1 i I x. a I I I ycomnT JUL 1 7 2009 � PERMIT ®��" MIAMI SHORES VILLAGE APPROVED GATE �I i ZONING i 4 { STRLCTIJ � a n . gLl��htali��:: MECHANICAL I a I BLDG. SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS N' N' N V N. 0' O O ' N • N ' ' O / SET RLS. C 19.0' 0' 1 0 +00 w WEST LINE OF SW 1/4 OF NE 1/4 OF SEC. ' 36 -52 -41 0' PROPERTY LINE / N &D 907 ! " � °'� Z' Z N / 0 +0 84S N.0 NC MON + c0, z' N 0' 05 35 E z z PAVEMENT 9 cn , cn o I to ' FICUs iG FICUS ! GRASS n? 30' DIA GRASS z7" DIA GRASS FlCUS 3D' SP. 46' SP. ZONED R/W LINE / I 13 +00 W 14' DIA Flcus ZONED R/W LINE 0 12' SP. O 30' DIA 13 -t-00 W . . . . . . . . . . . jPALM WD. POWER GRASS DIM R/ M R /PA M . v �O/ / / r o� POLE W 1 SP. 0/P N 12' DU 10' SP. Fjt, O 1 2 DU1 5 SP. _ R PALM t 0' SP. 22.2' / / / I � I ' ( _ 8 8' HIGH CLF n! Q /PALM /a G /PALM o NDiH `/ J I n1 12 DIA / I 370 -1 Z y 7,. METAL 4T POLE 5 SP. / / 5 sP. 3 a r C.B. o� , C. @. 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TOUSSAiNT °. REGISTERED ENGINEER NO. 8939 r Q \ \a;' r° REGISTERED LAND SURVEYOR N0. 907 STATE OF. FLORIDA . a SURVEYOR'S 'CERTIFICATION: 1-1 1E] 1E] rF 12 0 16 WE HEREBY CERTIFY, THAT THIS SURVEY :IS. TRUE AND CORRECT ' ' TO THE BEST OF -OUR KNOWLEDGE AN6 BELIEF AS RECENTLY TOPOGRAPHIC SURVEY BAR CODE SURVEYED AND PLATTED UNDER OUR DIRECTION AND THAT,.THIS 6 08/20/09' QRDER 14503 3:.REVISED TO SHOW SHEET A - 1, E.F. CANNON, ARCHITECT DRAWING DATE: 06 05/09 `RS AT A. R •TOUSSAINT & ASSOCIATES, INC. - SURVEY COMPLIES WITH THE MINIMUM jECHN(CAL STANDARDS 5 05/09/06 ' REVISED AND UPDATED RS AT NORTH MIAMI AVENUE CORRIDOR ' OR LAND SURVEYING IN THE STATE OF FLORIDA, UNDER CHAP- LAND SURVEYORS AUG. 01 1999 ' A R. T O U S S A I N T 8c ASSO CIATES, INC. I N C SCALE: 1 '. = 20' TER 61G17-6 FLORIDA ADMINISTRATIVE CODE, SECTION 472.07 4 08/16/05 UPDATE SURVEY, STUDENT DORMITORY & UTILITY EASEMENT RS AT IN V I N I C I TY OF BARRY UNIVERSITY LAND SURVEYORS • ` - 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 FLORIDA STATUTES. 3 05/16/05 UPDATE SURVEY RS AT FLORIDA CERIIFlCATE OF AUTHORIZATION LB -273 SCALE MIAMI SHORES FLORIDA ND FB DATE: 9th. AUG. 1999 NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE _2 08/18/04 UPDATE SURVEY WT AT PH N.E. 12 STREET NORTH MIAMI, FLORIDA 33161 1 " = 20 PH- 891 -7340 FAX 305 - 893 -0325 SHEET REV REGISTERED LAND SURVEYOR SHOWN HEREON. - 1 04/05/04 UPDATE SURVEY, REMOVE DOG TRAINING AREA WT AT DRAWING NUMBER ORDER N0. 12246 SCALE: 1 = 20 _ REV DATE REVISION DESCRIPTION BY CH JCORJAPR 1 2246 12 OF 16 rl to (n . N • V (' N In O' O O O O O O 9, + + } •i ce - ff _ . ,f•,f - r r r r , , 0. j O �d O Z Z 61 'g1 1 4 Z • 6 6 1 ik 3 5 5 5 3 �® ® > o ! ! 6f >•x9 1 1 1 1 1 1 1 O O o s o I9� �� : 6,A 51 n 1 16 10 61 69 6g FICUS 6 5A • 1p 10 10 1p 10 1p 1 1 1p �j1 34 5Z gZ A3, 60� DIA All b% __... _ 415 o >O >O 'O 1 1 1 1 1 1 1 1 1 L �`� o �+ FICUS POWER FICUS i FICUS 'O v rn : °0 FICUS 14' DIA ANC. 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AND BELIEF AS RECENTLY R • SURVEYED AND PLATTED UNDER OUR DIRECTION AND THAT THIS y REGISTERED ENGINEER N0. 8939 /� f �I' f� j� /�'�` I OPOGRAPHIC SURVEY , r SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS REGISTERED LAND SURVEYOR NO. 907 A,R, I L)wvw "�lN & ASSO �/11 ES t�tl FOR LAND SURVEYING IN THE STATE OF FLORIDA UNDER CHAP- STATE OF FLORIDA DATE AUG. Oi, ' ; I 1999 NORTH MIAMI AVENUE CORRIDOR A . R. T O U S S a I T se ASSOCIAT I N C. SCALE: 1" = 20' '' FLORlDA STATUTES FLORIDA ADMINISTRATIVE CODE, SECTION 472.07 LAND S-URVEMMS S CALE M IN I A M N I C s H O R E S B A R R Y O F L ©RRD A Y ,• ., R.. LAND SURVEYORS �.• NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE 1 = 20 ' 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 REGISTERED LAND SURVEYOR SHOWN HEREON. 6 08/20/09 ORDER #14503 -3: DEVISED TO SHOW SHEET A -1, E.F. CANNON, ARCHITECT DRAWING DATE: 06/05/09 RS AT �f�fDRQGRAP�C SURVEYORS RRAWiNG NUMBER SHEET kEV ' FB DATE: 9th. AUG. 1999 1 2 4 E • �. _ REV DATE REVISION DESCR {PTlON 13 CH COR APR ORG 13 OF 6 ORDER NO, 12246 SCALE: 1 - 20 a a, a 11 1 (IN 't S1M jowl ulffumi NOii tgri� 7 r t LIMY '�`3 � i'1l Ms I aIili aEld i «N eldesKI panoiddV aacQ -- :ciN — J'30Jd uotsteaa g uo I I I v � r .OFF �J A y'4 a3� . ," T' )v ' I �Q 6 I j d b B. r I AI- fF MANA Vv DATE SiGNATURE o I V iM PACT E NOT RE o °-. UGC r y - Socc rr �« 7, ( 7 7 ?c!� � j � � 1 ' CT 1 2 0,09 I CEP' 0 2009 �•z- �r�,tie�. � sc'h . _ �., 5 : PERMIT I -VK s . < ,. MIAMI SHORES VILLAGE APPROVED B, DATE � L ZONING _. vo STRUCTURAL l �g /o I ELECTRICAL PLUMBING 1 MECHANICAL E BLDG. Er .. y I I I SU0lECT TO COMPLIANCE WITH ALL FEDERJ STATE AND COUNTY RULES AND REGULATIO 0000291421 I � �I