08-40-018I/
.,5 ' ,SIDEWALK
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TOTAL SITE AREA: ...............31,111 S.F.
;� A' .� � 0� oh 11
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PARKING METER I I'
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SEE PLUMBING DWGS., TYP. N
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10. SLOPE
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TO MATCH EXIST.. OR
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ON PROPERTY LlN T �, 10.27 INv EL oti
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/ OX SLOPE (INV. EL. 3.0) CONN 18"0 HDPE TO
/ � o
35' OF 5'W. x 15'D' EXFIL.
TRENCH W/24 "d PERF. HDPE
Ox SLOPE (INV. EL. 3.0)
CB 1/JUNCTION BOX W/ INVERTED BAFFLE
W/USF 5105 VALLEY GUTTER INLET FRAME do
6148 GRATE. GRATE EL. 7.40, INV. EL. J.
E, W,
3.25S FOR TRENCH; INV. EL. 4.50 E, W FOR
BLDG. SERVICES (SEE DWG. C-6 FOR DETAILS).-
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DRAINAGE NOTES 4
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1. ALL DRAINAGE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS
OF THE CITY OF SOUTH MIAMI, THE DEPARTMENT OF ENVIRONMENTAL
RESOURCES MANAGEMENT (DERM) AND THE FLORIDA BUI � D7NG CODE,'.'
LA TEST EDITION. •
2. EXISTING UTILITIES ARE PLOTTED FROM THE BEST AVAILr OLf SOURCES,,, `y
HOWEVER, NEITHER THE ENGINEER NOR THE OWNER GUARANTEE THEIR
ACCURACY. ANY ADDITIONAL COSTS DUE TO CONFLICTS BETWEEN
PROPOSED IMPROVEMENTS AND EXISTING UTILITIES SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
J. CONTRACTOR SHALL EXERCISE ALL CARE AND CAUTION IN PROTECTING
ALL UTILITIES 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 & 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 7RA TION TRENCHES, CATCH BASINS AND MANHOLES SHALL BE
CONSTRUCTED IN ACCORDANCE WITH CITY OF SOUTH MIAMI STD. DETAILS.
Z DRAINAGE DESIGN IS DONE IN ACCORDANCE WITH ACCEPTED ENGINEERING
PRAC77CE USING THE BEST INFORMATION AVAILABLE.
8. MINIMUM SLOPE OF, PIPES FROM ROOF & CONDENSA 7F DRAINS SHALL BE
14" PER LINEAR FOOT UNLESS OTHERWISE SHOWN. MATERIAL FOR THESE
PIPES SHALL BE PVC.
9, ALL EXFIL TRA T7ON TRENCHES TO BE 5' WIDE x 15' DEEP WITH 24"0 PERF.
H.D.P.E. PIPE to OX SLOPE (INV EL. VARIES -SEE PLAN).
10. DADE COUNTY FLOOD CRITERIA = 6.50 NGVD.
11. 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.
12, ALL STORM RUNOFF GENERATED BY THE DESIGN STORM EVENT SHALL BE
CONTAINED ON SITE. PERIMETER GRADING SHALL NOT PERMIT RUNOFF
ONTO ADJACENT PROPERTY.
FLOOD LEGEND
Commercial, Industrial
FOLIO, 09-4036-0290-090, 100 & 120 ADDRESS: 5900 S DIXIE HWY, MIAMI, FL 33143
LOTS: 8-10 BLOCK: 2 Sumlwsloly 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 J• 4146
SURVEYORS NAME
DRAINAGE PLANS SHILL BE ATTACHED (If >2 ACRES IMRERNWS PLANS SHALL NE SiAMRED WTH THEM DERM/WATER
CONTROL SEC77ON APPROVAL).
DERM/WC - SURFACE WATER MANAGEMENT STORY WATER PERMIT (COPY ATTA CHED)�VAA
SWFMD - ENVIRONMENTAL RESOURCES PERMIT (COPY ATTACHED) N/A
TOTAL IMPERVIOUS AREA: 0.72 CC. UNDERGROUND PARKING &NO (CIRCLE ONE)
V YES, nOODPR00nNG PLANS AND CERAFlCATE SHALL FE ATTACHED
BASEMENT: YES / NO (cIRaE ONE)
HAVE THIS SITE OR OTHER PORTIONS OF THIS PROPERTY BEEN GRANTED A (,OMR OR
FINAL LOMR k (aRaE ONE) YES LOMR# NO
Lowest Floor Elev. Adjacent grade elevation. Catch Basin
(including basement/ sunken (next to the wall of the Elevation.
area.
IslcN 24 " PERF. HDPE W/ CORE DRILL EXIST STORM
24x 1 d HDPE TEE, TVP. M.H. 1c CONN. NEW 24 "f/
NEW SMH 1, RIM EL. 7.35 HDPE PIPE AT INV. EL. 3.00
B, G ATE 6.90
� ( v E 3.20 /NV. EL. 3.00E, W, S, 3.25N 148' OF 5'W. x 15'D' EXFIL.
N (SEE DETAIL ON DWG. C-6). TRENCH W/24 "d PERF. HDPE
CONN, 14'_18"O HDPE PIPE TO EXIST. OX SLOPE (INV. ft. J. 0)
SUB -COVERED TRENCH. RECONSTRUCT RECONSTRUCT EXIST. SAN. UT AS
TRENCH WALL AS NECESSARY. NECESSARY UNDER DRAIN PIPE TO
MAINTAIN MIN. 12" VERT SEPAR., TVP.
NOTE.•
NEW WATER dt SEWER LINES
SHOWN FOR REFERENCE ONLY.
SEE DWG. C-4
LEGEND
IR� ELEVS. ON PROPERTY L/NE
I� bk6 boyo I 8
b5
CALL 49 HOURS BEFORE
structure).
NEW SPOT ELEVATION
PROPOSED
FT. NGVD
FT. NGVD
F): NGVD
CBl
-
9.00
7.45
� I�w z
NEW CATCH BASIN
-� -----�
NEW EXFIL IRA 170N TRENCH
IslcN 24 " PERF. HDPE W/ CORE DRILL EXIST STORM
24x 1 d HDPE TEE, TVP. M.H. 1c CONN. NEW 24 "f/
NEW SMH 1, RIM EL. 7.35 HDPE PIPE AT INV. EL. 3.00
B, G ATE 6.90
� ( v E 3.20 /NV. EL. 3.00E, W, S, 3.25N 148' OF 5'W. x 15'D' EXFIL.
N (SEE DETAIL ON DWG. C-6). TRENCH W/24 "d PERF. HDPE
CONN, 14'_18"O HDPE PIPE TO EXIST. OX SLOPE (INV. ft. J. 0)
SUB -COVERED TRENCH. RECONSTRUCT RECONSTRUCT EXIST. SAN. UT AS
TRENCH WALL AS NECESSARY. NECESSARY UNDER DRAIN PIPE TO
MAINTAIN MIN. 12" VERT SEPAR., TVP.
NOTE.•
NEW WATER dt SEWER LINES
SHOWN FOR REFERENCE ONLY.
SEE DWG. C-4
LEGEND
IR� ELEVS. ON PROPERTY L/NE
I� bk6 boyo I 8
b5
CALL 49 HOURS BEFORE
EXISl7NG SPOT ELEVAT70N
10.15
NEW SPOT ELEVATION
�
o
t
O U
DRAINAGE FLOW ARROW
CBl
SMHI
Wo
� I�w z
NEW CATCH BASIN
-� -----�
NEW EXFIL IRA 170N TRENCH
HDPE
CQ, GRATE 6.70 r; �, �
DIP
INV EL
1.00
ROOF DRAIN
C.D.
I wQ b
cal
S.D.
STORM DRAIN
• �
IslcN 24 " PERF. HDPE W/ CORE DRILL EXIST STORM
24x 1 d HDPE TEE, TVP. M.H. 1c CONN. NEW 24 "f/
NEW SMH 1, RIM EL. 7.35 HDPE PIPE AT INV. EL. 3.00
B, G ATE 6.90
� ( v E 3.20 /NV. EL. 3.00E, W, S, 3.25N 148' OF 5'W. x 15'D' EXFIL.
N (SEE DETAIL ON DWG. C-6). TRENCH W/24 "d PERF. HDPE
CONN, 14'_18"O HDPE PIPE TO EXIST. OX SLOPE (INV. ft. J. 0)
SUB -COVERED TRENCH. RECONSTRUCT RECONSTRUCT EXIST. SAN. UT AS
TRENCH WALL AS NECESSARY. NECESSARY UNDER DRAIN PIPE TO
MAINTAIN MIN. 12" VERT SEPAR., TVP.
NOTE.•
NEW WATER dt SEWER LINES
SHOWN FOR REFERENCE ONLY.
SEE DWG. C-4
LEGEND
IR� ELEVS. ON PROPERTY L/NE
I� bk6 boyo I 8
b5
CALL 49 HOURS BEFORE
EXISl7NG SPOT ELEVAT70N
10.15
NEW SPOT ELEVATION
�
o
t
O U
DRAINAGE FLOW ARROW
CBl
CATCH BASIN NUMBER
SMHI
STORM MANHOLE NUMBER
O
NEW CATCH BASIN
-� -----�
NEW EXFIL IRA 170N TRENCH
HDPE
HIGH DENSITY POLYETHYLENE PIPE
DIP
DUCI7LE IRON PIPE
R.D.
ROOF DRAIN
C.D.
CONDENSATE DRAIN
S.D.
STORM DRAIN
YOU DIG IN FLORIDA
1-800-432-4770
`SUNSHINE STATE ONE CALL OF FLORIDA, INC.
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MANUEL D. GARCIA
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FL. P.E. No.: 47639
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ARCHITECTURE INTERIOR DESIGN PLANNING
SEAL:
RONEY J. MATEU
AR 0006220
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.WJ�'•,q
MIAMI, FLORIDA 33147;
� /I,
B-00�
FL. REG. No.: Eol
i n •`°
<a • . • t:s
MANUEL D. GARCIA
FL. P.E. No.: 47639
.. ,
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GAiLES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATEU ARCHITECTURE INC.
THIS DRAWING IS THE PROPERTY DP MATEU
ARCHITECTURE INC, UNLESS OTHERWISE PROVIDED
FOR BY CONTRACT. THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
BE TRANSMITTED TO ANY DARTY EXCEPT AS
AUTHORIZED BY THE ARCHITECT/ ENGINEERS OF
RECORD.
CHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT N0;
MA0605
DRAWN BY:
CHECKED BY:
ISSUE DATE:
REVISIONS
SHEET TITLE
GRADING AND
DRAINAGE
SITE PLAN
SHEET: OF:
C3F