08-40-017R/W LINES . a .5 S I D E W A L K
�2' CURB is GUTTER- GV - GV
12" DIP WM- -- -- -- -� r /
-6" WM- --
/ I-`Q`�8" VCP SAN- -
/ SAN MF�, RIM 12.20 SAN MH
b
INV 5.9 E, 5.855
S W 73rd I I S T.
SCALE 1*^' z R/W LINE R/V� LINE T
I �IIGN
GV
\\ \� SMH, RI12.10
/ / . \\ 's; INV EL 5.60S,�
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/// TOTAL SITE AREA:...............31,111 SF.
J � I I
< 1 u.P.
: IMPERV. IRDG. A .... .29,002 S.F.
j,�,�b �.. p .. PERVIOUS AREA:..................2,109 S.F.
I I +
xo,// N `L . G/ �!q / ,� 05 SAN. LAT. c
..
�� `L/ SA L�1T.
N 1
/�/� / /Q \�� ��►..
01'
0 PARKING METER
IC_ , /f / . ��o Poo � .�•. ..ti. .. :. .. � � • :. .: (TYr.. -• <• �� I I I �
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o? /. 0 .:t0.5 'CURD I I WM I J O
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- > i I1
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PARKING METER
(TYPICAL)
b \ o
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�O J '` :: ,, : '� NEW 4 S TOR Y ^� NEW SMH2, RIM EL. 9.35 z o L
, / \ 6' °' INV. EL. 3.55S, 6.00N,E W N I I �
OFFICE BLDG. r ^
o 1 / O (SEE DETAIL ON DWG. C-6). ' I
a `7 Of
\ K �/ \ F.F.E. 11. SO FOR CONT. OF CONDENSATE, w
u.P.
-A\ X Q J f`, ROOF AND DECK DRAIN LINES, 1�� �,��� I 10 - -
\ o SEE PLUMBING DWGS., TYP.
SAN. LAT
g CB, AATE 10.C�
DIFF. IN GRADE SHALL / J \ INV 8.60 I
' NOT EXCEED 30 .`TYP. i
SMH, IM 10.7
3
o.
INV El
4.82N,
A S P H A L T 1z 50 o o 50' OF 3'W. x 15'D' EXFIL. F r> E-r-,uF. �.... }.y� 15' p��k 6.42SEF-
o cri � ti TRENCH W/1 d 0 PERF. HDPE t�A ti vi �0 2 so I " ' O
�.AVEMENT � O 4 , 0 �1�
o ^' SLOPE CONC. SDWK/CURB d. to an 0': SLOPE (INV. EL. J. � M
IGH CB, GRT 0.2
TO MATCH.EXIST. ELEVS: F.P.L.
I iu"'� �" - 8.30 � � � RAMP DN. N 10.27 EASEMENT INV EL .Q \ 0`L
ON PROPERTY LIN ... ..35 b �60d.20 1..e 5b (� �� X61 10.40 ( 10 To
- - T MATCH EXIST. ASPHALT - DN. 7.75 R/W LINE 7.58 1 7. 4 8.04 8.12 ;o 9.08
ELEVS ON PROPERTY LINE I , I-= �' LLQ L
8.79 9.65
b� - II 1,L 10' I GRATE 10.E
� �bq �. �� 0 0 4 0 h C8, GRATE 9,80 �0• N I �co INV EL 6.71
INV EL b.ZU
- -15" VCP SAN Q-- 15" VCP SAN- -� - -�►� x-15" VCP SAN - -
/ ' MATCH EXISTING T SAN MH, RIM 10.70
/ „50.5 a SAN MH, RIM 7.38 -17 4 ct T
INV FI -3 89W _P1CM'T. FI FV.S_, TYP b '- Y 5 > -V -03 4�5W `'� T I
IN EL R E
-3.785 3 50E.
-3.77E, � .^b`L� I _ ._....�I-�h1 ¢ OF 60' R/W 90�?... N -.... � 9��a �, ` �C� _ `, X001 �� oo,
b O 24 S - - SMH, RIM 11.10
- - I - INV EL 5.85N,
/ o -,�� • ^ `• '.,".,..'1 -�"'• --�h'RI►LGf•"- � � SMH, RIM 9.72 � 5.70S,W
/ 4" WM 1 j I 5 q bh cn a' �0 cv INV L 5.12N, 4" WM - `n -
r
5 S G1 I °�-1_3.473.42E I �-- ---- _
FH 1 • a �- - ,SIGN
- g' c j --� --- �'•---- .- 1 1 • � 1 ,� � � �' �--- - � -„ �', �1 C GRATE 9.36 � - � ' - Ce GRATE 10.50
Q3
40 OF 3 NlWxLllt. N I % b0
00.1 -I fib. q. .0 �, I V EL 4.8G :. k0; SIGN b5
b• EXFIL. -� 1. ,� wS0 DROP CURB 65 " ' SIG WM R/W LINE +10' �q. _IN+ EL 7.35
TRENCH W%idd D PERF. HDPE 0 x - g1 0 0
OX SLOPE (INV. EL. 3.0) I 1UJ
o �q 110
�^ V 35' OF 5'W. x 15'D' EXFIL.
TRENCH W/24"O PERF. HDPE
C.7
/ 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. 3.00 E, W,
/ .3 25S FOR TRENCH, INV. EL. 4.50 E, W FOR
BLDG. SERVICES (SEE DWG. C-6 FOR DETAILS). ---•g /
o
o
oi; p >�
CO
�iyF + ry
CONN. 18 Y/ HDPE TO
SIGN 24 "d PERF. HDPE W/ CORE DRILL EXIST STORM
2018 HDPE TEE, TYP. M 14 do CONN NEW 24 "0
J
CR, C RATE 6.90 f NEW SMH1, RIM EL. 735
INV EL 3.20 INV. EL. 3.00E,W,S, 325N
N z (SEE DETAIL ON DWG. C-6).
CONN. t4'-1 d " 0 HDPE PIPE TO EXIST.
III SLAB -COVERED TRENCH. RECONSTRUCT
TRENCH WALL AS NECESSARY.
HDPE PIPE AT INV. EL. 3.00
148' OF 5'W. x 15'D' EXFIL.
TRENCH W/24 "O PERF. HDPE
0Z SLOPE (INV EL. 3.0)
RECONSTRUCT EXIST. SAN. LAT AS
NECESSARY UNDER DRAIN PIPE TO
MAINTAIN MIN. 12" VERT, SEPAR., TYP.
NOTE.•
NEW WATER do SEWER LINES
SHOWN FOR REFERENCE ONLY.
SEE DWG. C-4
i W Y W G r• r • ••••• r V•
V • • Y V • i Y • Y
• i W V W u • i • r •
Y r • v Y Y y Y W Y W
r W i 4 Y • V
y• Y u u W i Y i W •• i V • 4
DRAINAGE NOTES W • Y r • i
�v r Y V r � v i • r
Y y y • • r W Y
• u • • • u W r •
1. ALL DRAINAGE CONSTRUCTION SHALL CONFOAM TG '�Htv 'REQUIREMENTS
OF THE CITY OF SOUTH MIAMI, THE DEPARTMENT OF ENVIRONMENTAL
RESOURCES MANAGEMENT (DERM) ANI?„T_4E FLCIRDA BUILDING ODE,
LA TEST EDI TION. W Y W
i•• r v W
2. EXISTING UTILITIES ARE PLOTTED FROc� T1YE BEST AVAIABLE SOURCES,
HOWEVER, NEITHER THE ENGINEER NOR!`7HE"OWNER IGUARANYEEvTHEIR
ACCURACY. ANY ADDITIONAL COSTS DUE TO CONFLICTS BETWEEN
PROPOSED IMPROVEMENTS AND EXISTING UTIL177ES SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
J. CONTRACTOR SHALL EXERCISE ALL CARE AND CAUTION IN PROTECTING
ALL U77LIT7ES 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 ELEVATIONS REFER TO N.G.VD. (1929).
5. CONTRACTOR SHALL PROVIDE HIS OWN LINE k GRADE FROM HORIZONTAL
AND VER77CAL CONTROL SET BY THE OWNER. CONTRACTOR SHALL ALSO
PROVIDE "AS BUILT" GRADES CERTIFIED BY A REGISTERED LAND SURVEYOR.
6. EXFIL IRA 77ON 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 INFORMAT70N AVAILABLE.
8. MINIMUM SLOPE OF PIPES FROM ROOF is CONDENSATE DRAINS SHALL BE
4" PER LINEAR FOOT UNLESS OTHERWISE SHOWN. MATERIAL FOR ]NESE
PIPES SHALL BE PVC.
9, ALL EXFIL TRA RON TRENCHES TO BE 5' WIDE x 15' DEEP WITH 24"0 PERF.
H.D.P.E. PIPE ® 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
FoLlo: 09-4036-0290-090, 100 do 120 ADDRESS. 5900 S DIXIE HWY, MIAMI, FL 33143
LOTS: 8-10 BLOCK: 2
PLAT BOOK., 7 PA GE: 11
sUBDiosloN: THE SOLOVOFF SUBDI14SION
MEETS k BOUND:
CROWN OF ROAD ELEV.: 11.40 FT. NGW. CROWN OF ROAD ELEVA77ON WAS TAKEN FROM
A CER77nED SURVEY PREPARED BY MANUEL FELIPE PLS LIC 4146
SURVEYORS NAME
DRAINAGE PLANS SHALL BE ATTACHED (If >2 ACRES IMPERVIOUS PLANS SHALL RE STAMPED WITH THEM DERM/WATER
CONTMOL SECTION APPROVAL).
DERM/WC - SURFACE WA 7ER MANAGEMENT STORMWA TER PERMIT (COPY ATTACHED) NZA - --
SWFMD - ENVIRONMENTAL RESOURCES PERMIT
(COPY ATTACHED) N/A _
TOTAL IMPERVIOUS AREA: 0.72 0C. UNDERGROUND PARKING &O (CIRCLE ANE)
7F YES, FLOODPROOnNG PLANS AND CEmnnCAT£ SHALL BE ATTACHED
BASEMEN T.• YES / NO (CIRCLE ONE)
HAVE THIS 51 7E OR OTHER POR77ONS OF THIS PROPERTY BEEN GRANTED A CLOMP OR
FINAL LOMR 4* (cmCLE ONE) fS LOMR, NO
SMfI1, RIM 8.
I'
Catch Basin
Elevation.
IN EL 3.31S,
FT NGVD
FT. NGVD
3.7pE, 3.25W15
SD 4J
-
9.00
7.45
CB, GR
INV EL
TE E 70 5
1.00 m
NEW EXFIL 7RA 77ON TRENCH
{� w
I<
HIGH DENSITY POL)MYLENE PIPE.."
DIP
UJ �I
FLno
�
ROOF DRAIN
C.D.
I
CONN. 18 Y/ HDPE TO
SIGN 24 "d PERF. HDPE W/ CORE DRILL EXIST STORM
2018 HDPE TEE, TYP. M 14 do CONN NEW 24 "0
J
CR, C RATE 6.90 f NEW SMH1, RIM EL. 735
INV EL 3.20 INV. EL. 3.00E,W,S, 325N
N z (SEE DETAIL ON DWG. C-6).
CONN. t4'-1 d " 0 HDPE PIPE TO EXIST.
III SLAB -COVERED TRENCH. RECONSTRUCT
TRENCH WALL AS NECESSARY.
HDPE PIPE AT INV. EL. 3.00
148' OF 5'W. x 15'D' EXFIL.
TRENCH W/24 "O PERF. HDPE
0Z SLOPE (INV EL. 3.0)
RECONSTRUCT EXIST. SAN. LAT AS
NECESSARY UNDER DRAIN PIPE TO
MAINTAIN MIN. 12" VERT, SEPAR., TYP.
NOTE.•
NEW WATER do SEWER LINES
SHOWN FOR REFERENCE ONLY.
SEE DWG. C-4
i W Y W G r• r • ••••• r V•
V • • Y V • i Y • Y
• i W V W u • i • r •
Y r • v Y Y y Y W Y W
r W i 4 Y • V
y• Y u u W i Y i W •• i V • 4
DRAINAGE NOTES W • Y r • i
�v r Y V r � v i • r
Y y y • • r W Y
• u • • • u W r •
1. ALL DRAINAGE CONSTRUCTION SHALL CONFOAM TG '�Htv 'REQUIREMENTS
OF THE CITY OF SOUTH MIAMI, THE DEPARTMENT OF ENVIRONMENTAL
RESOURCES MANAGEMENT (DERM) ANI?„T_4E FLCIRDA BUILDING ODE,
LA TEST EDI TION. W Y W
i•• r v W
2. EXISTING UTILITIES ARE PLOTTED FROc� T1YE BEST AVAIABLE SOURCES,
HOWEVER, NEITHER THE ENGINEER NOR!`7HE"OWNER IGUARANYEEvTHEIR
ACCURACY. ANY ADDITIONAL COSTS DUE TO CONFLICTS BETWEEN
PROPOSED IMPROVEMENTS AND EXISTING UTIL177ES SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
J. CONTRACTOR SHALL EXERCISE ALL CARE AND CAUTION IN PROTECTING
ALL U77LIT7ES 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 ELEVATIONS REFER TO N.G.VD. (1929).
5. CONTRACTOR SHALL PROVIDE HIS OWN LINE k GRADE FROM HORIZONTAL
AND VER77CAL CONTROL SET BY THE OWNER. CONTRACTOR SHALL ALSO
PROVIDE "AS BUILT" GRADES CERTIFIED BY A REGISTERED LAND SURVEYOR.
6. EXFIL IRA 77ON 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 INFORMAT70N AVAILABLE.
8. MINIMUM SLOPE OF PIPES FROM ROOF is CONDENSATE DRAINS SHALL BE
4" PER LINEAR FOOT UNLESS OTHERWISE SHOWN. MATERIAL FOR ]NESE
PIPES SHALL BE PVC.
9, ALL EXFIL TRA RON TRENCHES TO BE 5' WIDE x 15' DEEP WITH 24"0 PERF.
H.D.P.E. PIPE ® 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
FoLlo: 09-4036-0290-090, 100 do 120 ADDRESS. 5900 S DIXIE HWY, MIAMI, FL 33143
LOTS: 8-10 BLOCK: 2
PLAT BOOK., 7 PA GE: 11
sUBDiosloN: THE SOLOVOFF SUBDI14SION
MEETS k BOUND:
CROWN OF ROAD ELEV.: 11.40 FT. NGW. CROWN OF ROAD ELEVA77ON WAS TAKEN FROM
A CER77nED SURVEY PREPARED BY MANUEL FELIPE PLS LIC 4146
SURVEYORS NAME
DRAINAGE PLANS SHALL BE ATTACHED (If >2 ACRES IMPERVIOUS PLANS SHALL RE STAMPED WITH THEM DERM/WATER
CONTMOL SECTION APPROVAL).
DERM/WC - SURFACE WA 7ER MANAGEMENT STORMWA TER PERMIT (COPY ATTACHED) NZA - --
SWFMD - ENVIRONMENTAL RESOURCES PERMIT
(COPY ATTACHED) N/A _
TOTAL IMPERVIOUS AREA: 0.72 0C. UNDERGROUND PARKING &O (CIRCLE ANE)
7F YES, FLOODPROOnNG PLANS AND CEmnnCAT£ SHALL BE ATTACHED
BASEMEN T.• YES / NO (CIRCLE ONE)
HAVE THIS 51 7E OR OTHER POR77ONS OF THIS PROPERTY BEEN GRANTED A CLOMP OR
FINAL LOMR 4* (cmCLE ONE) fS LOMR, NO
LEGEND
t5
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
01
-
9.00
7.45
O
NEW CATCH BASIN
NEW EXFIL 7RA 77ON TRENCH
LEGEND
t5
EXIS77NG SPOT ELEVA 77ON
10.15
NEW SPOT ELEVA77ON
DRAINAGE FLOW ARROW
01
CA TCH BASIN NUMBER
SMHI
STORM MANHOLE NUMBER
O
NEW CATCH BASIN
NEW EXFIL 7RA 77ON TRENCH
HDPE
HIGH DENSITY POL)MYLENE PIPE.."
DIP
DUC77LE IRON PIPE
R.D.
ROOF DRAIN
C.D.
CONDENSATE DRAIN
S, D.
STORM DRAIN
W�111,,,mTl
r CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1
1-500-432-•4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
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ARCHITECTURE INTERIOR DESIGN PLANNING
SEAL:
RONEY 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
4869 SW 75TH AVENUE
MIAMI, FLORIDA 33155
PISTORINO L ALAM CONSULTING ENG. INC.
CIVIL ENGINEERING
7171 SW 62ND AVENUE, 4TH FLOOR
MIAMI, FLORIDA 33143
FL. REG. No.: Eil-0043q,-
>' Y
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
M A TE U ARCHITECTURE INC.
THIS DRAWING IS THE PROPERTY OF MATED
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.
�HA5E
PERMIT DRAWINGS
FILE NAME:
PROJECT NO:
MA0605
DRAWN BY:
CHECKED BY:
ISSUE DATE: ��-
REVISIONS
3Q BLDG. DEPT. COMMENT.
SHEET TITLE
GRADING AND
DRAINAGE ,
SITE PLAN
SHEET: OF:,
3 r