Loading...
CC-09-694_Plans ri In O O O O + + r 00 y I •N I 51 151 1 1 1 Imo, � � 5 1 1 6 g 6 1p nd. .1O O 6l 1 p 10 O .10 .1O 6' �O >r9 ` 6 1p 60" DIA 0 1p FICUS 10 - �_ -- V �/ • O s 6, 5 1 p A2 p'I N 1 1 31 1 1 1 OWER ANC. FICUS FICUS 1 �} 13" DIA 16" DIA v t 11 POWER FICUS POWER FICUS POLE T - -� - 29' SP. O 38' SP. FICUS 19" DIA FICUS POLE 34" DIA O O g _ 14" DIA ANC POLE 31' SP O 43' SP_ �, p N -n FICUS 26' SP. E- - - 19" DIA -- g A 0 N (A j N n 00c: 10" DIA 40" , SF HEDGE O FICUS O � 33 ' ' SP. ,O $ v a- cn 0 C D 15' SP. 3= p 0 � 2' HIGH rn N O . - D-- --� 1 ANC. 8' C.L.F. C.C. . 13 +00 W l I t I O I . p I I I I 12 +00 W I I I I v v + I 0 r � V' I I I I I 11+00 W I I I ,I 0 10 +0?W - I I I I � I N al . O _0 _ O I 2 HIGH HEDGE a3H W'ldd 1 > `' rn C• 1 1 METAL 8' C.L.F. 1sTUMP ? >r C.L.F. LT. POLE •P 00 V a w :w\ j° rr l : J � ° z 0 vnz > 5 I u m A O g 6 g 3 g w� I � g , : C 1 0 2 1p L') D C 1 0 1 ° ° 0 1 40.00' 35.00' I -mo s m 15 , 0 Ila I ? l N' GRASS AREA 1 O N ° No . o N vim g 1 15 8 A $ 1 rZ-n o Moor O 1 1 1A 15 0 1 10 Z 15 1 1 O Ln o c m I 15 'j 15 0DL I = 'I p 15 . ' 01 / 15 1 I o m oV) 9 > f� �Dm 0 g 11 z cl� f7 O I 1 1 11 O 7n 12 ' v � I !S 6 , $ 1 10 M•],V Ln Ln O 61 s >O rn " I s 0 a 0 1p ,nuLn I I OI 1 1 2 1 > 6'j 1 1 O I 11 p- = E� LD 01 to M r AA F � z a ,A = m ° 0 I m • m Ln o I cn o 1 2 11 1 > 1 > > j 0 m ! O ° � i �s s s 6 s > rn O dS CD Ln a , P m m I . I o � D I � -� 0 D ' 0 Ln 'O -10 ,O 9 O \ ss O, 00 o ic0 c I � D N I Z z rn z z � I I D n 0 �DN O �O 0 6' n' •� m I o I I C) D i Co ' D > � v_ r I ,., -- a D � D S I U O ® I m cn O O ^ O ++ O m 0 + r _ '� - - - - - - - r MATCH - SIIE 1 1 °+ LINE STA. 9 4- 2OW ET 7 Y cn V) In O O 0 + O S; 1-1 1E] 1E] rF IE 1 A R. TOUSSAINT 8c ASSOCIATES, INC. LAND SURVEYORS FLOR FB DATE: IDA 33161 620 N.E. 126 ST. NORTH I, 9th. AUG. 1999 ORDER NO. 12246 SCALE: 1 " = 20' ICJ T 1 - %T IE I S 1- '7 � SCALE: 1 " = 20' A.R. TOUSSAINT 8c ASSOCIATES, INC. SURVEYOR'S CERTIFICATION PRES. TO sir & ALA ®cirs INC. By;. r, THAT THIS SURVEY IS TRUE AND CORRECT WE HEREBY CERTIFY ALBERT . TOUSSAINT ^' ' R TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY REGISTERED ENGINEER NO. 8939 SURVEYED AND PLATTED UNDER OUR DIRECTION AND THAT THIS REGISTER S D URV DAR NO. 907 LAND SURV YO IS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL FOR LAND �S V FLOR DA ADMINISTRATIVE S RATIVE CODE SECTION 472.07 472 07 OGP IC SRV�YO� TER 6 G Y FLORIDA STATUTES. BY CH COR APR ORG NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE REV pATE REVISION DESCRIPTION REGISTERED LAND SURVEYOR SHOWN HEREON. I 4.0' B'D 20' SP. �� II . •O•. I r�� (rn� IW II m - - - - -- - - - - -- II' ` W O u _u � T O �� w, ` o cn 57.5 = I - m o EP u D z G �t �7 I METAL LT P OLE y' \ g r t C N I N1N SANITARY 0y - - - - -- - - -- ZO 1 `I \ I SSEWER M.H. a' (n n W 30 30.0 CEP P v Ul 0 �Z / m _ La I DUE SOUTH p,LO EGA �O \ 2Q • 9 ! yq', ,� ,��..� - - - - -- -- 44.00' I r'u - in Alp - - - - - - \ - -� - - - - Z. Zo MALrrc 0 DINE TA. -- OW ;J T 1 O m. ox , /0 - -� - - -- ,� s .`,r• , !n to \ \ un I_'N�. - -N - -- o > _25. \\ \ \ Z Z�Z�N r ( Z, f DUE NORTH I 9 +00 W DUE SOUTH , . m u \\ \ \ SANITARY O• I - - - - -- 60.20 'I 5' CONC WALK \ SEWER M.H. I I \ 0' 2.0 o ._ \ \ rn N 70.00' m to n DUE NO ' \ \ � \ � W SOUTH � O' Li / r 104.48' 0 1 L + O OD 20.00 N '� m + \' ,moo. \ ' O O ° ENTRANCE N v I O 24.5 G�AP6 --SIC SURD ;° : ° \°���, N N T O P In 0 \ AVENUE. C \ \ gy DUE N DATE NORTH MIA MI \\ \ VINICITY U1' \ 0 AUG. 01, 1999 I I N OF BARRY \ ©� A.R. TOUSSAINT 8c ASSOCIATES, INC. SCALE MIAMI SHORES F \\ \ 1 = 20 \ Z•aa� (� Mi \\ \ \ 4�c'� BY: PRES. DRAWING NUMBER 1 2 2 4 6 3 --� . \_ r- �..� 0 --1 4 P 51. ALBERT R. TOUSSAINT _ REGISTERED ENGINEER NO 8939 _ A. R. TOUSSAINT 8c ASSOCIATES, INC. LAND SURVEYORS 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 FB DATE: 9th. AUG. 1999 ORDER 'NO. 12246 SCALE: 1 " = 20' 1 1 w 6 PINE 17" DI 33' SP. BL. 0 3" DIA 8' SP 3 + + O .0 SET LS. 19.0' + + ;° 0 O ' O EST LINE OF SW 1 /4 OF NE 1 /4 OF SEC. W C26 -52 -41 ° N &D 907 O o o' ° Z' PROPERTY LINE Z 13+ 6.90W IN, C NC MON En •7f . (� •rs • 0 +0 .845 FND CP 3408 ° z to N 0' 05' 35" E z' Z PD _ E/P t PAVEMENT o w I Ln 4 . cn FICUS iLo FICUS FICUS GRASS GRASS GRASS 27" DIA n? 30' DIA 10" DIA Flcus ZONED R/W LINE WOOD POWER PO E FI FICUS I 46' SP. 11" DIA FIC DIA US 30' SP. 22' SP. 21' sP. ZONED R/W LINE 41' DIA I 14 DIA O 3-1-00 13 +00 W 13 +00 W W . . . , . , . . . . . . . . . . . . . . M 7 , �O D / PALM R/ 2 HIGH HEDGE GRASS iosP a/? M 12' DIA 1D' s p . °D 10' sP. 12 DIA 5' SP. R /PALM � 22.2' 2 . ,• 10 5P. M m .. �- F ° / • a a PALM P p 12 DIA O I 5' SP. 5' SP.1 ' 12.0' I GATE METAL LT POLE C.B. , I a C.B. I ` I MAHOGA a /PALM O WD• CONC POWER LE BL. OLIVE P POLE I ° 6 �0' SP. 52 SP" 5 Sp. IA 6 I 30.00 - 30.00 ' 3" DIA ` 10'; SP. I 9 00' MA�iOGANY I 7.00, 124.30' MAHOGANY 0.5 DIA FlCUS 97.00' MAHDGANIrr �t �^�. o 6' C.L. CL FENCE MAHOGANY 0.5' DIA _ i r 5.0' w C 0.5' DIA 5' ter. 0.5' DIA 9.0' 0.5 DIA 5' SP. if o o Q 5 SP. GATE 5 SP. OGANY t MAHOGANY iri 56.00' I MAHO NY GATE 5' SR � MAH 0.5' DIA o 0.5' DIA � 5' SP. - o O , D5 ° 5 SP. 50 + J ¢ 5 SP. / 44.00' I ( ` 20.00' 2300' ' ¢ � . �; A z z GATE o u ° 21.00' ' 20.00 30.00 o I FICUS O w _ �' 24 DIA 0' Q MAHOGANY o iv 42' SP. W ui BL. OLIVE 0.5' DIA z (\ _ 5' SP. w N �V) d ° \ r W m LIVE 3 DIA of �' 5.4' 4L 5' w 15' p N a `� 8 SP. I ¢ z <[ - ° � o 0 5' 19.1 ' V) a M o a v¢~i 5' M 5' N N M D] N "� 0 3.00' o ° 3 NV I MAHOGANY 5.6' iV o N o 0 BL. OLIVE r D 5' DIA N C.B. r 5 SP. a N D_ 5' ° 3" DIA �n ¢ 10 N 5 ; - 'SSP. I' B'D 115 SP. MAHOGANY 4' 23.5' N o 22.0. :r O, 23.5' En ' 220' 22.0' CONC J 11. J / 0.5' DIA GATE 5 SP. LT. POLE 12 +00 W I 20.5' I I - � 1 2 +00 ', W 1+�i .0, . . . . . 36.0' _ g 2 +00 W 32.0' U 35.0' . , . . , . ASPHALT PAVEMENT 35.0' U) D BOX J' 1S MAHOGANY 36.0' 29.5° D.5' DIA --,0'ti 5 SP. SANITARY) SEWER MH. 0 20.00' 20.00' r 4.6' . _ i � Q SOCCER _.�►' FIELD c6 z co ° o • S. _ --Y-, IR rn Q N �n I W N 5.4 y io o P err \� w¢ N o M o ° ASPHALT PARKING LOT z >- z¢ o W Mi o o I � m o 5' 0 5' ,. J S: r� ON in W F- OAK ; � METAL LT 0 LE B'D 15' SP. 0'C 3 `�' 5.6' N � N ' I ,h 5 23.00, --- , y 0 20.00' ®C.B. FICUS I 5 , in 22.0' CONC. I 8' DIA X cn � 23. 22.0' 22.0' ;� • SCHOOL PLAY GROUND LT. POLE z2 SP. z O n i - W/M 37' SP. 0 ' PINE � BOX ' 16 DIA x m ' • m z v o z cn L_ ° ¢ 44.5' O N 0 O D 50. ` Z V FICUS 0 C9 30" A 59.7 z OAK w 1.0' w 42.5 13.5' • 1j o a I . . . , , +00 W 0 5T 11 +d0 1 1 31 ' 9.7' I 20.7' 1 1 +00 W 1 •+-00 { - 358.00 . . . . . . . . . . . . . . . . , . , . . . , ' Z n 00 On w r PALM c) 0 Z 2 ® CONC. P LE' DI 0 ° m FOR SIGN 10 SP. rn n ❑ - r i ❑ I Ji I I 31.00' 0 I I i 1 1 1 1 1 1 I I I I I 1 I I I I I I I i I I PINE TREE 4 PARKING SPACES I I I 10 PARKING SPACES I I I I I I 10 PARKING SPACES I I I I 10 PARKING SPACES I I o n PIN DIA I i I I I I I I I I I I I I I I I I I I I m n N e 30' SP. I I I I I I I I I s4 m zl U V I I I I OOi ElI� LT POLE \ �! En - - - - -- I O 0_ i ., p Z O W [�D a N W I Z ; u ° � � z _ - I mac, mo cn 2.0' o \ 7-0 o • `5.0' 5.01 ` e REGISTERED LAND SURVEYOR NO. 907 STATE OF FLORIDA w _SURVEYOR'S CERTIFICATION: WE HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT BAR CODE TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY T ®P G Ili A P H B C S U IR V E V SURVEYED AND PLATTED UNDER OUR DIRECTION AND THAT THIS A. R. TOUSSAINT & ASSOCIATES INC. SURVEY COMPLIES WITH THE MINIMUM •TECHNICAL STANDARDS 4 08 16 05 UPDATE SURVEY, STUDENT DORMITORY & UTILITY EASEMENT RS AT LAND SURVEYOR5 NORTH MIAMI AVENUE CORRIDOR FOR LAND SURVEYING IN THE STATE OF FLORIDA, UNDER CHAP- / / AUG. 01, 1999 I N VINICITY O F BARRY UNIVERSITY TER 61G17-6 FLORIDA ADMINISTRATIVE CODE, SECTION 472.07 3 05/16/05 UPDATE SURVEY RS AT FLORIDA CERnFlCAIE OF AUTHOR17A110N LB -273 SCALE MIAMI SHORES FLORIDA FLORIDA STATUTES 2 08/18/04 UPDATE SURVEY WT AT 620 N.E. 126th STREET NORTH MIAMI, FLORIDA 33161 1 " = 20 NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE PHONE 305- 891 -7340 FAx 3Q -693 -0325 REGISTERED LAND SURVEYOR SHOWN HEREON 1 04/05/04 UPDATE SURVEY , REMOVE DOG TRAINING AREA AT DRAWING NUMBER 1 22 SHEET REV W T REV DATE REVISION DESCRIPTION BY CH COR APR ORG 12 OF 13 V) V) O O O N O O Ul O O + N r 100 `- O + O + 01 I'7 I r I I ri In O O O O + + r 00 y I •N I 51 151 1 1 1 Imo, � � 5 1 1 6 g 6 1p nd. .1O O 6l 1 p 10 O .10 .1O 6' �O >r9 ` 6 1p 60" DIA 0 1p FICUS 10 - �_ -- V �/ • O s 6, 5 1 p A2 p'I N 1 1 31 1 1 1 OWER ANC. FICUS FICUS 1 �} 13" DIA 16" DIA v t 11 POWER FICUS POWER FICUS POLE T - -� - 29' SP. O 38' SP. FICUS 19" DIA FICUS POLE 34" DIA O O g _ 14" DIA ANC POLE 31' SP O 43' SP_ �, p N -n FICUS 26' SP. E- - - 19" DIA -- g A 0 N (A j N n 00c: 10" DIA 40" , SF HEDGE O FICUS O � 33 ' ' SP. ,O $ v a- cn 0 C D 15' SP. 3= p 0 � 2' HIGH rn N O . - D-- --� 1 ANC. 8' C.L.F. C.C. . 13 +00 W l I t I O I . p I I I I 12 +00 W I I I I v v + I 0 r � V' I I I I I 11+00 W I I I ,I 0 10 +0?W - I I I I � I N al . O _0 _ O I 2 HIGH HEDGE a3H W'ldd 1 > `' rn C• 1 1 METAL 8' C.L.F. 1sTUMP ? >r C.L.F. LT. POLE •P 00 V a w :w\ j° rr l : J � ° z 0 vnz > 5 I u m A O g 6 g 3 g w� I � g , : C 1 0 2 1p L') D C 1 0 1 ° ° 0 1 40.00' 35.00' I -mo s m 15 , 0 Ila I ? l N' GRASS AREA 1 O N ° No . o N vim g 1 15 8 A $ 1 rZ-n o Moor O 1 1 1A 15 0 1 10 Z 15 1 1 O Ln o c m I 15 'j 15 0DL I = 'I p 15 . ' 01 / 15 1 I o m oV) 9 > f� �Dm 0 g 11 z cl� f7 O I 1 1 11 O 7n 12 ' v � I !S 6 , $ 1 10 M•],V Ln Ln O 61 s >O rn " I s 0 a 0 1p ,nuLn I I OI 1 1 2 1 > 6'j 1 1 O I 11 p- = E� LD 01 to M r AA F � z a ,A = m ° 0 I m • m Ln o I cn o 1 2 11 1 > 1 > > j 0 m ! O ° � i �s s s 6 s > rn O dS CD Ln a , P m m I . I o � D I � -� 0 D ' 0 Ln 'O -10 ,O 9 O \ ss O, 00 o ic0 c I � D N I Z z rn z z � I I D n 0 �DN O �O 0 6' n' •� m I o I I C) D i Co ' D > � v_ r I ,., -- a D � D S I U O ® I m cn O O ^ O ++ O m 0 + r _ '� - - - - - - - r MATCH - SIIE 1 1 °+ LINE STA. 9 4- 2OW ET 7 Y cn V) In O O 0 + O S; 1-1 1E] 1E] rF IE 1 A R. TOUSSAINT 8c ASSOCIATES, INC. LAND SURVEYORS FLOR FB DATE: IDA 33161 620 N.E. 126 ST. NORTH I, 9th. AUG. 1999 ORDER NO. 12246 SCALE: 1 " = 20' ICJ T 1 - %T IE I S 1- '7 � SCALE: 1 " = 20' A.R. TOUSSAINT 8c ASSOCIATES, INC. SURVEYOR'S CERTIFICATION PRES. TO sir & ALA ®cirs INC. By;. r, THAT THIS SURVEY IS TRUE AND CORRECT WE HEREBY CERTIFY ALBERT . TOUSSAINT ^' ' R TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY REGISTERED ENGINEER NO. 8939 SURVEYED AND PLATTED UNDER OUR DIRECTION AND THAT THIS REGISTER S D URV DAR NO. 907 LAND SURV YO IS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL FOR LAND �S V FLOR DA ADMINISTRATIVE S RATIVE CODE SECTION 472.07 472 07 OGP IC SRV�YO� TER 6 G Y FLORIDA STATUTES. BY CH COR APR ORG NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE REV pATE REVISION DESCRIPTION REGISTERED LAND SURVEYOR SHOWN HEREON. I 4.0' B'D 20' SP. �� II . •O•. I r�� (rn� IW II m - - - - -- - - - - -- II' ` W O u _u � T O �� w, ` o cn 57.5 = I - m o EP u D z G �t �7 I METAL LT P OLE y' \ g r t C N I N1N SANITARY 0y - - - - -- - - -- ZO 1 `I \ I SSEWER M.H. a' (n n W 30 30.0 CEP P v Ul 0 �Z / m _ La I DUE SOUTH p,LO EGA �O \ 2Q • 9 ! yq', ,� ,��..� - - - - -- -- 44.00' I r'u - in Alp - - - - - - \ - -� - - - - Z. Zo MALrrc 0 DINE TA. -- OW ;J T 1 O m. ox , /0 - -� - - -- ,� s .`,r• , !n to \ \ un I_'N�. - -N - -- o > _25. \\ \ \ Z Z�Z�N r ( Z, f DUE NORTH I 9 +00 W DUE SOUTH , . m u \\ \ \ SANITARY O• I - - - - -- 60.20 'I 5' CONC WALK \ SEWER M.H. I I \ 0' 2.0 o ._ \ \ rn N 70.00' m to n DUE NO ' \ \ � \ � W SOUTH � O' Li / r 104.48' 0 1 L + O OD 20.00 N '� m + \' ,moo. \ ' O O ° ENTRANCE N v I O 24.5 G�AP6 --SIC SURD ;° : ° \°���, N N T O P In 0 \ AVENUE. C \ \ gy DUE N DATE NORTH MIA MI \\ \ VINICITY U1' \ 0 AUG. 01, 1999 I I N OF BARRY \ ©� A.R. TOUSSAINT 8c ASSOCIATES, INC. SCALE MIAMI SHORES F \\ \ 1 = 20 \ Z•aa� (� Mi \\ \ \ 4�c'� BY: PRES. DRAWING NUMBER 1 2 2 4 6 3 --� . \_ r- �..� 0 --1 4 P 51. ALBERT R. TOUSSAINT _ REGISTERED ENGINEER NO 8939 _ A. R. TOUSSAINT 8c ASSOCIATES, INC. LAND SURVEYORS 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 FB DATE: 9th. AUG. 1999 ORDER 'NO. 12246 SCALE: 1 " = 20' 1 1 w 6 PINE 17" DI 33' SP. BL. 0 3" DIA 8' SP 3 + + O .0 SET LS. 19.0' + + ;° 0 O ' O EST LINE OF SW 1 /4 OF NE 1 /4 OF SEC. W C26 -52 -41 ° N &D 907 O o o' ° Z' PROPERTY LINE Z 13+ 6.90W IN, C NC MON En •7f . (� •rs • 0 +0 .845 FND CP 3408 ° z to N 0' 05' 35" E z' Z PD _ E/P t PAVEMENT o w I Ln 4 . cn FICUS iLo FICUS FICUS GRASS GRASS GRASS 27" DIA n? 30' DIA 10" DIA Flcus ZONED R/W LINE WOOD POWER PO E FI FICUS I 46' SP. 11" DIA FIC DIA US 30' SP. 22' SP. 21' sP. ZONED R/W LINE 41' DIA I 14 DIA O 3-1-00 13 +00 W 13 +00 W W . . . , . , . . . . . . . . . . . . . . M 7 , �O D / PALM R/ 2 HIGH HEDGE GRASS iosP a/? M 12' DIA 1D' s p . °D 10' sP. 12 DIA 5' SP. R /PALM � 22.2' 2 . ,• 10 5P. M m .. �- F ° / • a a PALM P p 12 DIA O I 5' SP. 5' SP.1 ' 12.0' I GATE METAL LT POLE C.B. , I a C.B. I ` I MAHOGA a /PALM O WD• CONC POWER LE BL. OLIVE P POLE I ° 6 �0' SP. 52 SP" 5 Sp. IA 6 I 30.00 - 30.00 ' 3" DIA ` 10'; SP. I 9 00' MA�iOGANY I 7.00, 124.30' MAHOGANY 0.5 DIA FlCUS 97.00' MAHDGANIrr �t �^�. o 6' C.L. CL FENCE MAHOGANY 0.5' DIA _ i r 5.0' w C 0.5' DIA 5' ter. 0.5' DIA 9.0' 0.5 DIA 5' SP. if o o Q 5 SP. GATE 5 SP. OGANY t MAHOGANY iri 56.00' I MAHO NY GATE 5' SR � MAH 0.5' DIA o 0.5' DIA � 5' SP. - o O , D5 ° 5 SP. 50 + J ¢ 5 SP. / 44.00' I ( ` 20.00' 2300' ' ¢ � . �; A z z GATE o u ° 21.00' ' 20.00 30.00 o I FICUS O w _ �' 24 DIA 0' Q MAHOGANY o iv 42' SP. W ui BL. OLIVE 0.5' DIA z (\ _ 5' SP. w N �V) d ° \ r W m LIVE 3 DIA of �' 5.4' 4L 5' w 15' p N a `� 8 SP. I ¢ z <[ - ° � o 0 5' 19.1 ' V) a M o a v¢~i 5' M 5' N N M D] N "� 0 3.00' o ° 3 NV I MAHOGANY 5.6' iV o N o 0 BL. OLIVE r D 5' DIA N C.B. r 5 SP. a N D_ 5' ° 3" DIA �n ¢ 10 N 5 ; - 'SSP. I' B'D 115 SP. MAHOGANY 4' 23.5' N o 22.0. :r O, 23.5' En ' 220' 22.0' CONC J 11. J / 0.5' DIA GATE 5 SP. LT. POLE 12 +00 W I 20.5' I I - � 1 2 +00 ', W 1+�i .0, . . . . . 36.0' _ g 2 +00 W 32.0' U 35.0' . , . . , . ASPHALT PAVEMENT 35.0' U) D BOX J' 1S MAHOGANY 36.0' 29.5° D.5' DIA --,0'ti 5 SP. SANITARY) SEWER MH. 0 20.00' 20.00' r 4.6' . _ i � Q SOCCER _.�►' FIELD c6 z co ° o • S. _ --Y-, IR rn Q N �n I W N 5.4 y io o P err \� w¢ N o M o ° ASPHALT PARKING LOT z >- z¢ o W Mi o o I � m o 5' 0 5' ,. J S: r� ON in W F- OAK ; � METAL LT 0 LE B'D 15' SP. 0'C 3 `�' 5.6' N � N ' I ,h 5 23.00, --- , y 0 20.00' ®C.B. FICUS I 5 , in 22.0' CONC. I 8' DIA X cn � 23. 22.0' 22.0' ;� • SCHOOL PLAY GROUND LT. POLE z2 SP. z O n i - W/M 37' SP. 0 ' PINE � BOX ' 16 DIA x m ' • m z v o z cn L_ ° ¢ 44.5' O N 0 O D 50. ` Z V FICUS 0 C9 30" A 59.7 z OAK w 1.0' w 42.5 13.5' • 1j o a I . . . , , +00 W 0 5T 11 +d0 1 1 31 ' 9.7' I 20.7' 1 1 +00 W 1 •+-00 { - 358.00 . . . . . . . . . . . . . . . . , . , . . . , ' Z n 00 On w r PALM c) 0 Z 2 ® CONC. P LE' DI 0 ° m FOR SIGN 10 SP. rn n ❑ - r i ❑ I Ji I I 31.00' 0 I I i 1 1 1 1 1 1 I I I I I 1 I I I I I I I i I I PINE TREE 4 PARKING SPACES I I I 10 PARKING SPACES I I I I I I 10 PARKING SPACES I I I I 10 PARKING SPACES I I o n PIN DIA I i I I I I I I I I I I I I I I I I I I I m n N e 30' SP. I I I I I I I I I s4 m zl U V I I I I OOi ElI� LT POLE \ �! En - - - - -- I O 0_ i ., p Z O W [�D a N W I Z ; u ° � � z _ - I mac, mo cn 2.0' o \ 7-0 o • `5.0' 5.01 ` e REGISTERED LAND SURVEYOR NO. 907 STATE OF FLORIDA w _SURVEYOR'S CERTIFICATION: WE HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT BAR CODE TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY T ®P G Ili A P H B C S U IR V E V SURVEYED AND PLATTED UNDER OUR DIRECTION AND THAT THIS A. R. TOUSSAINT & ASSOCIATES INC. SURVEY COMPLIES WITH THE MINIMUM •TECHNICAL STANDARDS 4 08 16 05 UPDATE SURVEY, STUDENT DORMITORY & UTILITY EASEMENT RS AT LAND SURVEYOR5 NORTH MIAMI AVENUE CORRIDOR FOR LAND SURVEYING IN THE STATE OF FLORIDA, UNDER CHAP- / / AUG. 01, 1999 I N VINICITY O F BARRY UNIVERSITY TER 61G17-6 FLORIDA ADMINISTRATIVE CODE, SECTION 472.07 3 05/16/05 UPDATE SURVEY RS AT FLORIDA CERnFlCAIE OF AUTHOR17A110N LB -273 SCALE MIAMI SHORES FLORIDA FLORIDA STATUTES 2 08/18/04 UPDATE SURVEY WT AT 620 N.E. 126th STREET NORTH MIAMI, FLORIDA 33161 1 " = 20 NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE PHONE 305- 891 -7340 FAx 3Q -693 -0325 REGISTERED LAND SURVEYOR SHOWN HEREON 1 04/05/04 UPDATE SURVEY , REMOVE DOG TRAINING AREA AT DRAWING NUMBER 1 22 SHEET REV W T REV DATE REVISION DESCRIPTION BY CH COR APR ORG 12 OF 13 Q � N _ LMU Engineering, LLC Ll 1-- t'-i 3 19460 SW 2nd STREET �' Y PEMBROKE PINES, FL 33029 Z -Z a T.305 l a@ m angineen g.com 162 1 Q N.E. 94th STREET m CA# 27403 @ 36 MAX. MAGNETIC SAFETY GATE LATCH MIN. 54" ABOVE BOTTOM GATE PROVIDE 3 SELF CLOSING HINGES a ° WELDED (TYP) 2 "x2 "x1/8 "ALUMINUM M-1 TOP RAIL 6061 -T6 2 "x2 "x 1 /8" ALUMINUM POSTS 15' PARKWAY 6061 -T6 @ 48" PUBLIC PARK CANTILEVER 5' -4" 6' -0" 6' -0" 6' -0" 6' -0" 6' -0" 6' -0" 6' -O" 6' -0" 6' -0" 6' -0" 6' -0" 6' -0" 6 6' -0" 6' -0" 6' -0" 6' -0" 6' -0" 5' -4" ALUMINUM PANEL 11 AT 42 HIGH � � - -- - - �1�� - - - h'_ - --- -- - -� -- - - -- -- SEE ELEV. "B" I I I � I I � - °— R LUIS M ULLOA, P.E. ° ° . 147.42 (R & M) ° SHEET S -3 CIVILIST CTURAL ENGINEER STATE 0 FLORIDA LIC.# 63909 ° ° ° `-) PROP. 42" HIGH ALUMINUM 3 "+ 1 4 _ FENCE (TYP.) CONSULTANTS: {+ ° o SEE ELEVATION "A" SHEET S -2 + ° 7 TO REJECT A 1 4" 0 CONC. cli � py ° 4 DRIVEWAY PROPOSED 42" HIGH + OBJECT ° ALUMINUM GATE. SEE ° DETAIL 1 SHEET S -1 a a ° a 3 CONC. WALK ° r � - -- - - - PROP. 48" HIGH CHAIN 1 x 1 x0.064 ° PICKETS (TYP.) LINK VINYL COATED r ° a ° a GREEN FENCE SEE + ` TYPICAL ELEVATION C /S -3 ' TYPICAL 1 /8" PROP. 42" HIGH ALUMINUM ° FENCE (TYP.) ° w 1 SEE ELEVATION "A" SHEET S -2 ° PROJECT ' GAR. ELEV. 6.80' ' ° a Q GRADE ELEVATION i ° + CONC. SEAWALL 1 ° 2 x2 "x1/8 "ALUMINUM JUNE HELL ER ° < BOTTOM RAIL 6061 -T6 i I � TYPICAL 12 OX28" 1300 N.E. 94th ST. ° DEEP FOOTER ° - MIAMI SHORES, FL. 33138 ° r a SECTION OF POSTS TO BE a + a EMBEDED IN CONCRETE MUST BE a CLIENT INFORMATION Z11 a TWO STORY RESIDENCE ° ° D ° ° ' a COATED WITH HEAVY - BODIED C 41 a ° ° BITUMINOUS PAINT AS PER FB ° ° ° #1300 ° a ° a a r 2007 SECTION 2003.8.4.4 UNITED IRON & ALUMINUM ° a 3274 N.W. 38TH STREET ° ' PROPOSED 42" HIGH ° ° ° MIAMI, FL 33142 ALUMINUM GATE. SEE a ° ° ° 1 1 2" 12" DETAIL 2 SHEET S -2 a ' + ° WOOD DOCK ° ° z ISSUE DATE � PROPOSED 4' HIGH CHAIN ° ISSUED 11/03109 ' � F.F.ELEV.9.01 ° ° SINGLE GATE DETAIL 1 00 LINK FENCE AS PER FBC N 2007 TABLE R 4408.11 ° + i POOL ° ° SCALE: 1 1/2 l'-O" s — I i ° ° r ° i A/C ELEV. 7.50' ° 1 ' ° ° 41 ° ! °� a a °° ° A/C - i CGo ° Q r ° ° a ° ° ° � Q t CX] c0cv EXIST. 4' C.L.F. , ° ® ©C © O L TO REMAIN + Lij 00 z r • ® 6 LLL(„�ff • • • • I I t r r� ' DRAWN BY: PROJECT #: + ° AAM 09 -U I -11 CHECKED BY: SCALE: r LU AS NOTED ° DRAWING: SITE PLAN i + a 1 SCALE: 1/8 "= s 1' -O" , @ 60" MAX. @ 60" MAX. ALUMINUM TOP RAIL 2 "x1 "x0.093` LMU Engineering, LLC MAGNETIC SAFETY GATE LATCH 19460 SW 2nd STREET PROVIDE 3 SELF 2 "x2 "x1 /8 "ALUMINUM MIN. 54" ABOVE BOTTOM GATE PEMBROKE PINES, FL 33029 CLOSING HINGES TOP RAIL 6061 -T6 T.305.804.8819 F.954.447.5162 WELDED (TYP) lulloa @imuengineering.com CA# 27403 TYPICAL 2 "x2 "x1/8 "ALUMINUM POSTS 1/8 0 0 6061 -T6 2 "x2 "x1 /8" ALUMINUM POSTS @ 0 0 72" 0. C. MAX. i 1 " x 1 "x0.093" N PICKETS @ 4" O.C. MAX. TO REJECT A 4" 0 OBJECT 4 2 "x1 "x0.064" ALUMINUM 1 x 1 x0.064 CHANNEL (BOTTOM RAIL) 0� o PICKETS (TYP.) LUIS 1�1. ULLOA, P.E. TYPICAL CIVILIS RUCTURAL ENGINEER 1/8 STATE OF FLORIDA LTC.# 63909 CONSULTANTS: N C tom! //\/ L GRADE ELEVATION / 2 "x2 "x 1 /8" ALUMINUM \ \ BOTTOM RAIL 6061 -T6 (TYP) \ / a SECTION OF POSTS TO BE L \ EMBEDED IN CONCRETE MUST BE Q a \ COATED WITH HEAVY - BODIED z BITUMINOUS PAINT AS PER FBC / a 2007 SECTION 2003.8.4.4 TYPICAL 12 "bX28" ° \ � DEEP FOOTER ° SECTION OF POSTS TO BE \ / a a EMBEDED IN CONCRETE MUST BE ° TYPICAL 12" OX28" / DOUBLE GATE D ETAI 2 COATED WITH HEAVY - BODIED \ DEEP FOOTER a a 2007 ISOCTIONAI2003.8.4.4 R FBC \ PROJECT 2 = 1 -0 / S — SCALE: 1 1 1 12" 12" u JUNE HELLR TYPICAL SE 4 B SCALE: 1 -1/2 "= 1' -0" S J-2 1300 N.E. 94th ST. MIAMI SHORES, FL. 33138 72" MAX. 72" MAX. , 2 "x1 "x0.093 "ALUMINUM CLIENT INFORMATION: TOP RAIL 6061 -T6 (TYP.) UNITED IRON & ALUMINUM STR GENERAL NOTES 3274 N.W. 38TH STREET MIAMI, FL. 33142 4 „ TO REJECT A 4 0 OBJECT COORDINATION: ISSUE DATE - VERIFY DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF ANY MEMBER AND REPORT ISSUED 11/03/09 ANY DISCREPANCIES TO OUR OFFIICE. 1 "x1 "x0.064" PICKETS (TYP.) STRUCTURAL ALUMINUM: -ALL STRUCTURAL ALUMINUM SHALL CONFORM 6061 T -6. -ALL STRUCTURAL STEEL WELDING SHALL BE PERFORM WITH A.W.S. D.I.I. -ALL ANCHOR BOLTS SHALL STAINLESS STEEL. WELDING: -ALL WELDING SHOULD BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY A.W.S. BY CERTIFIED WELDERS. - CONTRACTORS TO USE 4043 ALLOYS. TYPICAL DESIGN CRITERIA: - HANDRAILS & GUARDRAILS: 200 LBS APPLIED IN ANY DIRECTION. N SAFETY OSHA AND LABOR LAWS. - - _ -THE STRUCTURAL ENGINEER OF RECORD DOES NOT POSSES, NOR PRESUMES TO POSSES ANY GENERAL NOTi. 0 0 a a KNOWLEDGE OR EXPERTISE IN MATTERS TO JOB SITE EMPLOYEE SAFETY, OSHA OR LABOR AND 2 "x1 "x0.064 "ALUMINUM 2 "x2 "x1/8 "ALUMINUM POSTS LAW REQUIREMENTS FOR A CONSTRUCTION PROJECT. SAFETY AND COMPLIANCE WITH OSHA ®��- �1L� ® ®` ` CHANNEL (BOTTOM RAIL) AND LABOR LAWS ARE THE ABSOLUTE RESPONSIBILITY OF THE GENERAL CONTRACTOR 6061 -T6 @ 72" AND THOSE CONSULTANTS HE HIRES TO ADDRESS THESE MATTERS. THE STRUCTURAL ENGINEER r B% < OF RECORD SPECIALIZES IN STRUCTURAL DESIGN ONLY, AND THE BOARD OF PROFESSIONAL S_2 a SECTION OF POSTS TO BE REGULATION FORBIDS HIM FROM ASSUMING RESPONSIBILITY OUTSIDE HIS AREA OF EXPERTISE. z EMBEDED IN CONCRETE MUST BE APPLICABLE CODES: COATED WITH HEAVY - BODIED DRAWN BY: P TYPICAL 12 "X28" BITUMINOUS PAINT AS PER FBC - ALTHOUGH THE ENGINEER OF }RECORD HAS STRIVED TO MEET ALL APPLICABLE CODES AND AAM 09 -UI ° ° DEEP FOOTER ° 2007 SECTION 2003.8.4.4 LOCAL ORDINANCE REQUIREMENTS, THE CONTRACTOR IS STILL RESPONSIBLE FOR COMPLYING a ° a ° a WITH ALL APPLICABLE CODES AND ORDINANCES. IN THE EVENT OF CONFLICT OR DISCREPANCY CHECKED BY: SCALE: ENCOUNTERED IN THE DRAWINGS THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER ° LU AS NOTED SO THAT APPROPRIATE REMEDIES MAY BE UNDERTAKEN. FENCE ELE A -THE APPLICABLE CODES ARE: DRAWING: FLORIDA BUILDING CODE, 2007 EDITION. SCALE: 1 1/2 = 1 -0 S —1 12 A. S.C.E. MANUAL 9th. EDITION. 99 12 99 S-2 12" LMU Engineering, LLC 19460 SW 2nd STREET PEMBROKE PINES, FL 33029 T.305.804.8819 F.954.447.5162 lulloa @lmuengineering.com CA# 27403 10' -0" MAX. 2 "x2 "x1/8 "ALUMINUM 2 "x1 "x0.093 "ALUMINUM POSTS 6061 -T6 TOP RAIL 6061 -T6 (TYP.) 1 5/8 "x1 "x0.064 "ALUMINUM TO REJECT A 4" o TOP RAIL 6061 -T6 (TYP.) 5 20 4'r OBJECT CHAIN LINK VINYL COATED LUIS Ig 1, ULLOA, P.E. FGREEN 11-1/2 GA FENCE CIVIL\$r UCTURAL ENGINEER 2 -3/8" MESH (TYP) STATE FLORIDA LiC.# 63909 CONSULTANTS: 1 "x 1 "x 0.064" Q 4" O/C x PICKETS (TYP.) 4 I 00 d 2 „x2 "x 1 /8" 9 ALUMINUN FRAME \2"x2"xl/8"ALUMINUM POSTS 2 "x2 "x1/8 "ALUMINUM POSTS 6061 -T6 6061 -T6 TYPICAL 1/8" N N Q PROJECT D a TYPICAL 12 "OX28" _ JUNE HELL ER DEEP FOOTER z \ \-EXISTING SEAWALL TO REMAIN z a N < 1300 N.E. 94th ST. \— SECTION OF POSTS TO BE - 0 MIAMI SHORES FL. 33138 a a EMBEDED IN CONCRETE MUST BE ° ° ECTION OF POSTS TO BE TYPICAL 12" OX28" COATED WITH HEAVY — BODIED a a EMBEDED IN CONCRETE MUST BE DEEP FOOTER a ° BITUMINOUS PAINT AS PER FBC COATED WITH HEAVY — BODIED a CLIENT INFORMATION: 2007 SECTION 2003.8.4.4 ° BITUMINOUS PAINT AS PER FBC ° 2007 SECTION 2003.8.4.4 UNITED IRON & ALUMINUM 12” 3274 N.W. 38TH STREET MIAMI, FL. 33142 12" 12" ISSUE DATE VINYL FENCE ELEVATION C ISSUED 11/03/49 CANTILEVER FENCE ELEVA B SCALE: 1 1/2 "= 1' -0" S -1 SCALE: 1 1/2 "= V -0" S — 1 DETAILS DRAWN BY: PROJECT #: AAM 09 -UI -11 CHECKED BY: SCALE: LU AS NOTED DRAWING: S-3 q i COPY o.00000 ;. e PE RMIT . - ITj Miami Shores Village APPROVED BY D TE ZONING DEPT L C BLDG DEPT SUBJECT TO COMPLIANCE WTH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS