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III \ \\ \ MAtG 11=XISt.SIDEWALK CsRDE •S — _
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III VI ,, ° I u I �\ \ \ EXIST.CONC.N. s� 18 20 E. 15.82 \ ; LIGHT POLE \ \ N �EXISTING LOCAt1 III a�l I \ EXIST.STOW MOHOF EXISTING UTILITY POLE \ RIM EL 1159� \ (TO BE REMOVED)CONCRETE SIDEWALK 1151 I
W.75 \ 0\\\ \
W/DEEPEN FooTfNCs /6B �'I I 1/25 �\\ \\ EXIST.MR. \\ L LOCATION MAP a
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NEW LOCATION -o L�I `
FOR EXISTING UTILITY POLE I I EXIST.C.B.
EXIST.ONE STORY CB.S. RIM EL.11.18 to •
W 11 COMMERCIAL BLDG. (TO BE REMOVED) \`\ �/ Y�. •,.�,
EXISTING CONC. INSTALL CB 11.55 —— \ \ \ O �i'• d q .
ELECTRICAL FL R BOX II No. 5863 -I- 5861 � � ATCH EXIST.SIDEWALK GRADE \\ ,
NEW LOCATION III I TYPE J INLET Q \\ \\ • ,, .. .•.•"
FOR EXISTING EL C.FL.BOXI 'FF. EL fi1.75 POLL.FRET.DEV.(E ! W)
U. EXISTING LOCATION SIDEWALK RESTORATION RIM EL.10D0 1/7/ \ \ \ \ EXIST.6.4 WIDE \ \
OF EXIST.VINTAGE LIGHT POI IFi -0 MATG4 i'sRADE ELEVATION F/L EL.5.151 I \\ \ \ SIDEWALK \
NEW LOCATION I I SAW CUT CONCRETE EDGE 1155 ,nl �\\ \\\ \\\
FOR EXISTING VINTAGE LIGHT O m MATCH :7OLOR OF SIDEWALK
I I LEGAL DESCRIPTION: °
111 I I I I -4 I i3 HANDICAPPED RAMP--, //�5 � I ID 11.40 `\ \\ \�\ `�\ �co
ICI I
I II cfl 1:12 LOPE MAX I / \` \\ cl
�� \`\ LOT 2,EXCEPT THAT PORTION OF SAID LOT DESCRIBED AS FOLLOWS: v
EXISTING CONC. II II I SEE ARCH.DWGS.FOR \ \\ \ � \ \ BEGINNING AT THE SOUTHWESTERLY CORNER OF SAID LOT 2,THENCE d
00
CANOPY ABOVE. I SIDEWALK UNDER ROOF \ \ \ RUN EASTERLY ALONG THE SOUTHERLY BOUNDARY LINE OF SAID LOT 2,
v/ EXISTING AL FL X 1 �L \ \\ \ �j \\\ A DISTANCE OF 10 FEET,THENCE NORTHERLY PARALLEL t0 THE WESTERLY PI
ELECTRICAL L L R 130 EXIST.ONE STORY C.B.S. `� ` `` \ \ LOT LINE OF SAID LOT 2,A DISTANCE OF 80 FEET TO A POINT,THENCE WESTERLY W
■ EXISTNG METAL I l 11.45 �o \ \\ \
TREE GRATES (TYPJ COMMERCIAL BLDG. \ \\\ �� \\\ 10 FEET TO THE WESTERLY BOUNDARY LINE OF SAID LOT 2,THENCE SOUTHERLY
' D EXISTING LOCAT_.IQN III �3 \ ,\\\ \ ALONG THE 4ESTER-Y BOUNDARY LINE OF SAID LOT 2, o0
rrnn OF EXISTING LI POLE I N0.�� 12' 7Y ' CU Sr� �� \\`\ \\\ A DISTANCE OF 80 FEET,
V, NEW LOCATION I F.F. EL 12.03 11.95 0,0 (TYP.)D RB S,� \ \\\\\\ \\\ MOIRE OF LE55,TO THE POINT OF BEGINNING.
"r FOR EXISTING EL C.FL.BO)f.I -0 CONCRETE L STOPS \ !kd
NEW LOCATION 1 I �?a \ \\ \ \ ALL OF LOT4 3,16 AND h Cn
FOR EX':-TING LI T POLE. I EVERY SPA E \ _ I
\ \\ \ \ \ AND I a>
I II
24'WHITE STOP BAR(T) � \ ,'\\ \ \ \ AN 21 LESS 7HE EAST 5 FEET OF THE SOUTH 40 FEET THEREOF,AND LESS THE EAST � m e
I II
FE-11 2 - STOP SIGNS(RI-I)30' x 30' \ i \\ \ \ \ co
11 N. 0015'20' E. 135.82 (R) 135.511 (M) 2 - 'DO NOT ENTER'SIGNS i \\ \ \ \ 3 FEET OF TI•`� 3OUTH 1155 FEET LESS THE SOUTH 40 FEETf co
EXISTING Cl1RB THE WEST 2 FrET OF THE NORTH 68.45 FEET OF LOT 22 m
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` LESS
THE DEDICATED RIGHT-OF-WAY FOR ROAD AS FOLLOWS: n , Cd CD
NOTE: THE SOUTH 4.18 FEET OF LOT 2 LESS THE WEST 10 FEET THEREOF,AND THE SOUTH 4.18 FEET �✓ 6
\ \ \\\ \\ OF LOT 3,AS RECORDED IN DEED BOOK 3692,AT PAGE 109,OF THE PUBLIC R=CORDS
PARKING CONFIGURATION i \
SHOWN IS PER E.R.P.B. rn EXIST. ONE STORY C.B.S. `\ �\ i i \` \ OF DADE COUNTY,FLORIDA. ALL LYING N H.D.COOPERSS SUBDIVISION,ACCORDING � � CQ
\\ TO THE PLAT THEREOF RECORDED N PLAT BOOK 4,At PAGE 152,OF THE PUBLIC RECORDS
REVIEW AND COMMENTS COMMERCIAL BLDG. \ O` OF DADE COUNTY,FLORIDA. a
OF 5/16/2000. I No. Mg \\ \ O`\ AS PREPARED BY ALVERTO LORENZO-LUACES,PIS,UPDATED 1-II-00 ,�
FF. EL 12.05 \
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❑ LEGEND 111.
EXISTING PAVEMENT F
N, 0 018'20' E. 40.00'
I;
N N. 0 018'20' E. 31.55' _ 1 I PROPOSED PAVEMENT
>4 N. °18'20' E. (08.45' I PROPOSED STORM SEWER CD
4 EXIST.C.B. I I I - - _ -
EL.11.01 - - - PROPOSED PERFORATED CM.P. W/DRAINFIELD C
EXIST.STOW I MH. I PROPOS3=D GRADE
I II V♦ � —
4� 7� E=XISTING GRADE
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--'�- DIRECTION OF DRAINAGE FLOW >
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PROPOSED CATCH BASIN OR INLET rn
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❑ EXISTING CATCH BASIN OR INLET W Ld
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I O EXISTING STOW MANHOLE � �
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1 0 PROPOSED STORM MANHOLE = = c
PROPOSED TYPE= 'F' CURB 4 GUTTER Z 00 D Q0 o
_ _ _ -• EXISTING TYPE 'F' CURB 4 GUTTER < ^ O Ln E
PAVING -I- DRAINAGE PLAN
�- EXISTING UTILITY POLE � Y � z v
m 4 8 iI /6 am 4m bm
QIQLS®w. v -.
RIGHT-OF-WAY LINE OR PROPERTY LINT= r � � Q u7 a
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s�ace n�r r i•.am-m• NEW ASPHALT PAVEMENT C) m
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EXISTING ASPHALT PAVEMENT TO BE REMOVED Q
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C.A.P. CORRUGATE ALUMINUM PIPE II U Z Ln L0
C.M.P. CORRUGATE METAL PIPE= Q -1 0 V) L0 �
R.C.P. REINFORCED CONCRETE PIPE U
V)
R.W.L. RAIN WATER LEADER
(T) THERMOPLASTIC, REFLECTORIZED
(fO(RI-1) STOP SIGN SHALL BE HIGH INTENSITY -22—O0
- - REFLECTORIZED MATERIAL :.
ALL MA114TENANCE OF TRAFFIC SHALL sheet no.
CONE=OW TO F.D.O.T. STANDARD INDEX NO. 600.
THE DESIGN AND CONCEPTS DEPICTED HEREVATH ARE THE SOLE PROPERTY
1�� OF R00ERT REID WEDDING ARCHITECTS&PLANNERS.AIA,INC.NO
OUR JOB NO.00-1�p
REPRODUCTION,-REVISIONS OR-REUSE OF THIS DRAINNG IS AUTHORIZED pp '^�f
�`— O�YQ-4T•^^ - _ - - '.Q ��� -- �� "- - - - _ _ - ____ WITHOUT SPEryFIC WKIT]EN,PErtM.SaION.AFL RIGHTS RESERVE. - _' _ Sh 1.lit X X V I