08-40-014/ R/WLINE. 5',SIDEWALK
kGUTTER- GV GV - -
/ 12" DIP WAR----po---
711,
�pP _
1�. b
^L R" VCP SAN--- --
/ SAN M ,RIM 12.20 SAN MH
INV 5.9 E, 5.855
S W 73rd I I S T.
p
CA�EI �'^ 20' R/W LINE
�?\ I ( ",.�/W LINE
S GN
SMH, RI12.10
INV EL LOS,
[ILI,
GMAT
1.60 JO
1y ❑ I 1
/ '4S WM 1 �5
-� IIS I 1�
/ / P\\/ � � \,\ � / �. � P� ISOIL
0
\x/
4"/% o�h� �/ �k / / rGG G0�10�fy°� G41O di I I I I a
, �� , k ; / ky �� ��� ��9 c�WM
III I ���°
h
•• � � k �' 6 .6 . ��. I � � wM
5���
�• �6 QST I I I U
o ' WM
G0�0 L]��
5 SITE DA TA
O
0411 TOTAL SITE AREA:...............31,111 SF.
ti IMPER V./BLDG. AREA: ........ 29,002 S.F.
a �1�0 �� PERVIOUS AREA:..................2,109 S F. s /
/ I SAN. LAI.
`��� .MRS
( f
X00 . o sAN. L�,T:
PARKING METER � I�
A J (TY )..
NN
s.o i
iI.
CP,E3.. 7.. PG. 11) I N 1 FH
'LOT11,, .BLOCK 2
bti I
Loa
�`a h 'MATCH EXISTCONC.
/.�. ASPHALT ...P.ARKING SDWK..C.dCG. ELEI/S
% /
b0 00 / II I I SAN. LA�f. O Y
�0 5: :CURB WM J O
CONC 1 III I I I I
/ a g
G m
M
S 50
II
\\ S o ` I z I PARKING METER
ho
\ �G/ �w� �, t II (TYPICAL)
\\ r o �a, k �I
74f I I by �6 DO
b N
\�Oj ^aa } 1 N O
\ \ �O Coh NEW 4 STORY NEW SMH2, RIM EL. 9.35 w o I I z
OFFICE BLDG. INV. EL. 3.55S, 6.00N, E, W N
G� p (SEE DETAIL ON DWG. C-6). I I J
\ FY FY E. 11. 80 FOR CONT OF CONDENSATE, W
ROOF AND DECK DRAIN LINES, �� W 1,11 I �0 1 lo -
a SEE PLUMBING DWGS., TYP.
11.76 0• 1 o a 1pb SAN. L T
3 C1, G ATE 10.6 11DIFF. IN GRADE SHALL k } INV ELI 8.60 110
NOT EXCEED 30" TYP.
MH 'M4
M 10.72
Q
ISNV EL 4.i2N, I h
I sr 5 �.. 15' p�7.621/1� 6.42SE �tk
A S H ALT 11. 6 KO ! f , , , , Z, F_,.Ir.;. ,. "r 6
4 o q �� 50 OF 3 W. x� 15 D EXFIL.. 1. O. rJ�-
R A V E M E N T Ui ti TRENCH W/16/PERF. HDPE 0 ct c:i 4 w.. O
_J
SLOPE CONC. SDWK./CURB 11. d Qo �, 0/ SLOPE (INV. EL. 3 0) CIO ;n 1
TO MATCH EXIST. ELEVS. 8. 8.20 d 15 RAMP ON _ 8.30 RAMP DN. Z
ON PROPERTY LlN I
ti 60 I•;
Ilk
. .gib - L
- - - ._._ - - DN. LINE- 7 58 � . 7.64 a. a4 a. 12 ;�, .08
-
MATCH EXIST. ASPHALT
ELEVS. ON PROPERTY LINE Q,
I I
ffzI
4- �b� 1b
l � / -15" VCP
Ob �
<1511
g
-4" WM- - --- f
h
40' OF 3'W/WxLII1 ' ' EXFIL.
/ g TRENCH W11810 PERF. HDPE 0
OR SLOPE (INV. EL. 3.0)
/ � a
rnA 35' OF 5'W. x 15'D' EXFIL.
TRENCH W/2410 PERF. HDPE 0
/ OX SLOPE (INV. EL. 3.0)
CB1/JUNCTION BOX W/ INVERTED BAFFLE
W/USF 5105 VALLEY GUTTER INLET FRAME k
6148 GRATE. GRATE EL. 7.40, INV. EL. 3.00 &W,
3.25S FOR TRENCH, INV. EL. 4.50 E, W FOR
BLDG. SERVICES (SEE DWG. C-6 FOR DETAILS).-
DC
ETAILS).-
/ o� /
a
O �
CO/
0),
/
50.5'
L= - 1 15" VCP SAN v _�4' -
kN MH, RIM 7.38 MATCH EXISTING 74 t
V El -3 AM. _P_WT ell
3.77E, -3,78S', bhp
... ...-i ..� ._
-"R f`-•
h I�
SI�CU B
b° b� 6r6
CONN. 18 10 HDPE TO
I SIGN 2410 PERF. HDPE W/
SD •
24x 18 HDPE TEE, TYP. -
CB, RATE 6.90 NEW SMH 1, RIM EL. 7.35
INV 3.20 INV. EL. 3.00E,W,S, 3.25N
5 I LLJ
(SEE DETAIL ON DWG. C-6).
,�1 N
CONN. :W-18"0 HDPE PIPE TO EXIST
SLAB -COVERED TRENCH. RECONSTRUCT
TRENCH WALL AS NECESSARY.
F.Q.L. SIGN I CB, GR T 0.2
0 INV EL.
N o� 10.27 .o 1EASEMENT
• \
- R/W LINE 5`L 60 I R/W LINE
8.79 9.65 1ok I Cm, GRATE to.A
p
CB, GRATE 8.80 1`�_ N I --ti- "' INV EL 6.71
X15" VCP SAN -
SAN MH, RIM 10.70 Ty o INV EL DON, R E
OF 50' R W 0?... �� ..._. �� ��50E.-3.45W z 0 0
w,
J � I- -24° SD--- -� ----� SMH, RIM 11.10
N SMH, RIM 9.72 �: INV EL 5.85N,
a' g10 N INV L 512N, b�- = I , g 4" WM - 5.70S,W -
P b WM C GRATE 9.36 0 - c� C1, GRATE 10.50
G R W LINE N SIGN b
0 I EL 4.eG / �0 10 INV EL 7.35
g5 ,�00 1,�p0
CORE DRILL EXIST. STORM M.H. do
CONN. NEW 2410 HDPE PIPE AT INV. NOTE.•
EL. 3.00 (POLLUTION BAFFLE REQUIRED) NEW WATER & SEWER LINES
SHOWN FOR REFERENCE ONLY.
148' OF 5'W. x 15'D' EXFIL. SEE DWG. C-4
TRENCH W/2410 PERF. HDPE 0
09 SLOPE (INV. EL. 3.0)
RECONSTRUCT EXIST SAN. LAT. AS
NECESSARY UNDER DRAIN PIPE TO
MAINTAIN MIN. 12" VERT. SEPAR., TYP.
4y V •+ .+V u i ••• V • u•u
i • V V y • V • � Y
••• 'Y V y V V b V
V V Y • • Y V . V V.I
V y V y V V 3
DRAINAGE NOTES• V
U • V • W W lV". i . i •
1. ALL DRAINAGE CONSTRUCTION SHALL CO,/FGFM TO �THE,REGUiRFM,=NTS
OF THE CITY OF SOUTH MIAMI, THE Dtr-ARTMENT OF •ENWRONMENTAL
RESOURCES MANAGEMENT (DERM) AND THE FLORIDA BUILDING CODE
LATEST EDI RON. G.00 ••••• r, y. u66•
2. EXISTING UTILITIES ARE PLOTTED FR�7M••rHE BES"( AV_A1LA3LE SOUdCES,
HOWEVER, NEITHER THE ENGINEER NOR ' HE 0,WER QUAR-ANTt E THEIR
ACCURACY. ANY ADDITIONAL COSTS `bUE TO `C:VNFL1CTS' 13ENWEErt y
PROPOSED IMPROVEMENTS AND EXISTING UTILITIES SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
J. CONTRACTOR SHALL EXERCISE ALL CARE AND CAUTION IN PROTEC77NG
ALL U77LI77ES DURING COMPLETION OF THIS WORK. IN THE EVENT OF
DAMAGE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE APPROPRIATE
UTILITY COMPANY. ANY AND ALL COSTS INCURRED DUE TO DAMAGE SHALL
BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
4. ALL ELEVA 77ONS REFER TO N.G. V.D. (1929).
5. CONTRACTOR SHALL PROVIDE HIS OWN LINE k GRADE FROM HORIZONTAL
AND VERTICAL CONTROL SET BY THE OWNER. CONTRACTOR SHALL ALSO
PROVIDE "AS BUILT" GRADES CERTIFIED BY A REGISTERED LAND SURVEYOR.
6. EXFIL TRA 77ON TRENCHES, CATCH BASINS AND MANHOLES SHALL BE
CONSTRUCTED IN ACCORDANCE WITH CITY OF SOUTH MIAMI STD. DETAILS.
7 DRAINAGE DESIGN IS DONE IN ACCORDANCE WITH ACCEPTED ENGINEERING
PRACTICE USING THE BEST INFORMA77ON AVAILABLE.
8. MINIMUM SLOPE OF PIPES FROM ROOF & CONDENSATE DRAINS SHALL BE
14" PER LINEAR FOOT UNLESS OTHERWISE SHOWN. MATERIAL FOR THESE
PIPES SHALL BE PVC.
9. DADE COUNTY FLOOD CRITERIA = 6.50 NGVD.
10. THE SUBJECT PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "AE, BASE
FLOOD EL.: 10.00 AS DEFINED BY THE UNITED STATES DEPARTMENT OF
HOMELAND SECURITY, FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD
INSURANCE RATE MAP NUMBER 120658, PANEL NUMBER 0276J, DATED
MARCH 2, 1994.
11. ALL STORM RUNOFF GENERATED BY THE DESIGN STORM EVENT SHALL BE
CONTAINED ON SITE PERIMETER GRADING SHALL NOT PERMIT RUNOFF
ONTO ADJACENT PROPERTY.
12. CONTRACTOR SHALL CONDUCT TELEVISED INSPECTION OF ALL STORM
DRAIN LINES PRIOR TO AND AFTER CONSTRUCTION.
FLOOD LEGEND
Commercial, Industrial
FoLlo.• 09-4036-0290-090, 100 & 120 ADDRESS.- 5900 S. DIXIE HWY, MIAMI, FL 33143
LOTS: 8-10 BLOCK: 2 suBawsloN: THE SOLOVOFF SUBDIVISION
PLA T BOOK.- 7 PAGE: 11 MEETS k BOUND:
CROWN OF ROAD ELEV.: 11.40 FT. NGVD, CROWN OF ROAD ELEVATION WAS TAKEN FROM
A CERTIFIED SURVEY PREPARED BY MANUEL FELIPE PLS LIC 1.• 4146
SURVEYOR'S NAME
DRAINAGE PLANS SHALL BE ATTACHED (If >2 ACRES IMPERNOUS PLANS SHALL RE STAMPED WITH THEM DERM/NTER
CONTROL SECTION APPROVAL).
DERM/WC - SURFACE WATER MANAGEMENT STORY WATER PERMIT (COPY ATTACHED) N A
SWrMD -- ENVIRONMENTAL RESOURCES PERMIT (COPY ATTACHED) N/A
TOTAL IMPERVIOUS AREA: 0.72 CC. UNDERGROUND PARKING 'ES NO (CLRCLE ONE)
'IF YES, FLOODPROOFING PLANS AND CER77FTCATE SHALL BE ATTACHED
EASEMENT- YES / NO (ClxcLE ONE)
HAVE THIS SITE OR OTHER PORTIONS OF THIS PROPERTY BEEN GRANTED A CLOMP OR
FINAL LOMR J..• pRCCE DHE)Jf,LOMB# NO
Lowest Floor Elev.
(including basement/ sunken
area.
FH
Catch Basin
Elevation.
PROPOSED
w
FT. NGVD
SMf11, RIM 8.
INV EL 3.31 S,
3, E, 3.25W
CB, GRATE
t
f 70 5
INV EL
1.00z
Ld
LLIz I
�Iz
n
� w
L= - 1 15" VCP SAN v _�4' -
kN MH, RIM 7.38 MATCH EXISTING 74 t
V El -3 AM. _P_WT ell
3.77E, -3,78S', bhp
... ...-i ..� ._
-"R f`-•
h I�
SI�CU B
b° b� 6r6
CONN. 18 10 HDPE TO
I SIGN 2410 PERF. HDPE W/
SD •
24x 18 HDPE TEE, TYP. -
CB, RATE 6.90 NEW SMH 1, RIM EL. 7.35
INV 3.20 INV. EL. 3.00E,W,S, 3.25N
5 I LLJ
(SEE DETAIL ON DWG. C-6).
,�1 N
CONN. :W-18"0 HDPE PIPE TO EXIST
SLAB -COVERED TRENCH. RECONSTRUCT
TRENCH WALL AS NECESSARY.
F.Q.L. SIGN I CB, GR T 0.2
0 INV EL.
N o� 10.27 .o 1EASEMENT
• \
- R/W LINE 5`L 60 I R/W LINE
8.79 9.65 1ok I Cm, GRATE to.A
p
CB, GRATE 8.80 1`�_ N I --ti- "' INV EL 6.71
X15" VCP SAN -
SAN MH, RIM 10.70 Ty o INV EL DON, R E
OF 50' R W 0?... �� ..._. �� ��50E.-3.45W z 0 0
w,
J � I- -24° SD--- -� ----� SMH, RIM 11.10
N SMH, RIM 9.72 �: INV EL 5.85N,
a' g10 N INV L 512N, b�- = I , g 4" WM - 5.70S,W -
P b WM C GRATE 9.36 0 - c� C1, GRATE 10.50
G R W LINE N SIGN b
0 I EL 4.eG / �0 10 INV EL 7.35
g5 ,�00 1,�p0
CORE DRILL EXIST. STORM M.H. do
CONN. NEW 2410 HDPE PIPE AT INV. NOTE.•
EL. 3.00 (POLLUTION BAFFLE REQUIRED) NEW WATER & SEWER LINES
SHOWN FOR REFERENCE ONLY.
148' OF 5'W. x 15'D' EXFIL. SEE DWG. C-4
TRENCH W/2410 PERF. HDPE 0
09 SLOPE (INV. EL. 3.0)
RECONSTRUCT EXIST SAN. LAT. AS
NECESSARY UNDER DRAIN PIPE TO
MAINTAIN MIN. 12" VERT. SEPAR., TYP.
4y V •+ .+V u i ••• V • u•u
i • V V y • V • � Y
••• 'Y V y V V b V
V V Y • • Y V . V V.I
V y V y V V 3
DRAINAGE NOTES• V
U • V • W W lV". i . i •
1. ALL DRAINAGE CONSTRUCTION SHALL CO,/FGFM TO �THE,REGUiRFM,=NTS
OF THE CITY OF SOUTH MIAMI, THE Dtr-ARTMENT OF •ENWRONMENTAL
RESOURCES MANAGEMENT (DERM) AND THE FLORIDA BUILDING CODE
LATEST EDI RON. G.00 ••••• r, y. u66•
2. EXISTING UTILITIES ARE PLOTTED FR�7M••rHE BES"( AV_A1LA3LE SOUdCES,
HOWEVER, NEITHER THE ENGINEER NOR ' HE 0,WER QUAR-ANTt E THEIR
ACCURACY. ANY ADDITIONAL COSTS `bUE TO `C:VNFL1CTS' 13ENWEErt y
PROPOSED IMPROVEMENTS AND EXISTING UTILITIES SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
J. CONTRACTOR SHALL EXERCISE ALL CARE AND CAUTION IN PROTEC77NG
ALL U77LI77ES DURING COMPLETION OF THIS WORK. IN THE EVENT OF
DAMAGE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE APPROPRIATE
UTILITY COMPANY. ANY AND ALL COSTS INCURRED DUE TO DAMAGE SHALL
BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
4. ALL ELEVA 77ONS REFER TO N.G. V.D. (1929).
5. CONTRACTOR SHALL PROVIDE HIS OWN LINE k GRADE FROM HORIZONTAL
AND VERTICAL CONTROL SET BY THE OWNER. CONTRACTOR SHALL ALSO
PROVIDE "AS BUILT" GRADES CERTIFIED BY A REGISTERED LAND SURVEYOR.
6. EXFIL TRA 77ON TRENCHES, CATCH BASINS AND MANHOLES SHALL BE
CONSTRUCTED IN ACCORDANCE WITH CITY OF SOUTH MIAMI STD. DETAILS.
7 DRAINAGE DESIGN IS DONE IN ACCORDANCE WITH ACCEPTED ENGINEERING
PRACTICE USING THE BEST INFORMA77ON AVAILABLE.
8. MINIMUM SLOPE OF PIPES FROM ROOF & CONDENSATE DRAINS SHALL BE
14" PER LINEAR FOOT UNLESS OTHERWISE SHOWN. MATERIAL FOR THESE
PIPES SHALL BE PVC.
9. DADE COUNTY FLOOD CRITERIA = 6.50 NGVD.
10. THE SUBJECT PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "AE, BASE
FLOOD EL.: 10.00 AS DEFINED BY THE UNITED STATES DEPARTMENT OF
HOMELAND SECURITY, FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD
INSURANCE RATE MAP NUMBER 120658, PANEL NUMBER 0276J, DATED
MARCH 2, 1994.
11. ALL STORM RUNOFF GENERATED BY THE DESIGN STORM EVENT SHALL BE
CONTAINED ON SITE PERIMETER GRADING SHALL NOT PERMIT RUNOFF
ONTO ADJACENT PROPERTY.
12. CONTRACTOR SHALL CONDUCT TELEVISED INSPECTION OF ALL STORM
DRAIN LINES PRIOR TO AND AFTER CONSTRUCTION.
FLOOD LEGEND
Commercial, Industrial
FoLlo.• 09-4036-0290-090, 100 & 120 ADDRESS.- 5900 S. DIXIE HWY, MIAMI, FL 33143
LOTS: 8-10 BLOCK: 2 suBawsloN: THE SOLOVOFF SUBDIVISION
PLA T BOOK.- 7 PAGE: 11 MEETS k BOUND:
CROWN OF ROAD ELEV.: 11.40 FT. NGVD, CROWN OF ROAD ELEVATION WAS TAKEN FROM
A CERTIFIED SURVEY PREPARED BY MANUEL FELIPE PLS LIC 1.• 4146
SURVEYOR'S NAME
DRAINAGE PLANS SHALL BE ATTACHED (If >2 ACRES IMPERNOUS PLANS SHALL RE STAMPED WITH THEM DERM/NTER
CONTROL SECTION APPROVAL).
DERM/WC - SURFACE WATER MANAGEMENT STORY WATER PERMIT (COPY ATTACHED) N A
SWrMD -- ENVIRONMENTAL RESOURCES PERMIT (COPY ATTACHED) N/A
TOTAL IMPERVIOUS AREA: 0.72 CC. UNDERGROUND PARKING 'ES NO (CLRCLE ONE)
'IF YES, FLOODPROOFING PLANS AND CER77FTCATE SHALL BE ATTACHED
EASEMENT- YES / NO (ClxcLE ONE)
HAVE THIS SITE OR OTHER PORTIONS OF THIS PROPERTY BEEN GRANTED A CLOMP OR
FINAL LOMR J..• pRCCE DHE)Jf,LOMB# NO
b5
10.15
CB1
SMH1
0
HDPE
DIP
C.D.
S.D.
LEGEND
EXIS77NG SPOT ELEVA77ON
NEW SPOT ELEVA77ON
DRAINAGE FLOW ARROW
CA TCH BASIN NUMBER
STORM MANHOLE NUMBER
NEW CATCH BASIN
NEW EXFIL TRA 77ON 7RENCH
HIGH DENSITY POL MYLENE PIPE
DUC77LE IRON PIPE
ROOF DRAIN
CONDENSA TE DRAIN
STORM DRAIN
CALL 48 HOURS BEFORE YOU DIG IN FLORIDAI
1-800-432-4770
,_SUNSHINE STATE ONE CALL OF FLORIDA, INC.
#2$000522
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ARCHITECTURE INTERIOR DESIGN PLANNING
SEAL:
MONEY J. MATEU
AR 0008220
JMM CONSULTING ENGINEERS, LLC
M.E.P.
12651 S DIXIE HIGHWAY, SUITE 209
MIAMI, FLORIDA 33156
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
4169 SW 75TH AVENUE
MIAMI, FLORIDA 33155
PISTORINO & ALAM CONSULTING ENG. INC.
CIVIL ENGINEERING
7171 SW 62ND AVENUE, 4TH FLOOR
MIAMI, FLORIDA 33143
FL. REG. No.: EB -004397
MANUEL D. GARCIA
FL, P.E. No.: 47639
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GABLES, FLORIDA 33146
�+C��1 r,• fig,
5966 SpUV`' .
DIXIE 1'L 'G
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
M A TE U APICHITE CTU RE INC.
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED
FOR BY CONTRACT. THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
BE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED BY THE ARCHITECT/ENGINEERS OF
RECORD,
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT NO:
MA0605
DRAWN BY:
CHECKED NY:
I5SUED ATE:
REVISIONS
3Q BLDG. DEPT. COMMENT.
5Q FIRE DEPT. COMMENTS 06-11-08
6LL BLDG. COMMENTS 08-29-08
SHEET TITLE
GRADING AND
DRAINAGE,
SITE PLAN
SHEET: OF:
3
Lowest Floor Elev.
(including basement/ sunken
area.
Adjacent grade elevation.
(next to the wall of the
structure).
Catch Basin
Elevation.
PROPOSED
FT. NGVD
FT. NGVD
FT. NGVD
--
9.00
7.45
b5
10.15
CB1
SMH1
0
HDPE
DIP
C.D.
S.D.
LEGEND
EXIS77NG SPOT ELEVA77ON
NEW SPOT ELEVA77ON
DRAINAGE FLOW ARROW
CA TCH BASIN NUMBER
STORM MANHOLE NUMBER
NEW CATCH BASIN
NEW EXFIL TRA 77ON 7RENCH
HIGH DENSITY POL MYLENE PIPE
DUC77LE IRON PIPE
ROOF DRAIN
CONDENSA TE DRAIN
STORM DRAIN
CALL 48 HOURS BEFORE YOU DIG IN FLORIDAI
1-800-432-4770
,_SUNSHINE STATE ONE CALL OF FLORIDA, INC.
#2$000522
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ARCHITECTURE INTERIOR DESIGN PLANNING
SEAL:
MONEY J. MATEU
AR 0008220
JMM CONSULTING ENGINEERS, LLC
M.E.P.
12651 S DIXIE HIGHWAY, SUITE 209
MIAMI, FLORIDA 33156
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
4169 SW 75TH AVENUE
MIAMI, FLORIDA 33155
PISTORINO & ALAM CONSULTING ENG. INC.
CIVIL ENGINEERING
7171 SW 62ND AVENUE, 4TH FLOOR
MIAMI, FLORIDA 33143
FL. REG. No.: EB -004397
MANUEL D. GARCIA
FL, P.E. No.: 47639
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GABLES, FLORIDA 33146
�+C��1 r,• fig,
5966 SpUV`' .
DIXIE 1'L 'G
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
M A TE U APICHITE CTU RE INC.
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED
FOR BY CONTRACT. THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
BE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED BY THE ARCHITECT/ENGINEERS OF
RECORD,
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT NO:
MA0605
DRAWN BY:
CHECKED NY:
I5SUED ATE:
REVISIONS
3Q BLDG. DEPT. COMMENT.
5Q FIRE DEPT. COMMENTS 06-11-08
6LL BLDG. COMMENTS 08-29-08
SHEET TITLE
GRADING AND
DRAINAGE,
SITE PLAN
SHEET: OF:
3