08-40-015R/W 'LINE-�'� ,. �5 ' S I DQE W A L It
CURB do GUTTER GV GV
- -
--` D4 /
- - ✓ 12" DIP 1'v'ivl---�- ---- --•- /
, OO rL0 F
/
1rL`L
PL I -�Q•�C VCR SAN -
SAN MF�, RIM 12.20 SAN MH
INV 5.� E, 5.85S
S W 73rd I I S T.
/
SCALE, T'= 20' , •Y M :.. R/W LINE =�, ' .. W R/N1 LINE - a,
/ -�•- - ------ �. .•� � �\ GV SIGN
/
SMH RI 12.10
/ / .. �\ j's' INV EL 60S,
��
T O
\O 7.50E.
I
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L6, 11.60 0
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SITE
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SITE DATA .,.I I N I 0dj WM
/ GJ
0
�2 sO.. o1\1 TOTAL SITE AREA:...............31,111 S.F. 71 U
y ,� IMPERV. IBL DG. AREA: ....... .29,002 S.F. s �11 1�.
a '
$ O \ PER VIOUS AREA:..................2,109 S F.
i
d/, .; / T .. ,p , / Q SAN. LAT.
�tN :N'ISA L T. a
5�1... .. � � .. /OAR PARKING METER `"
TYPICAL
011
� � 11�
` ' I Z FH
(P.B. 7. PG 11 } II;I I U
_
11, BOCK � ,VIII
� LOT.
LO
� .
I /Nb
/ MATCH EXIST. CONC.'r
ASPHA.LY BARKING.SDWK./C.dtG ELEVS �.:.r �1 �1' U
SAN. LA�f. 0 Y
10.5 ' .CURB �' A WM J U
0 h
L
I
\ \ os z ( I PARKING METER
, l a Ld
,
o� v`'i I (TYPICAL)
\
m
�O C� I
o
/ � �b• n \ ,� � ,/.-,,,, I o o �� I ,�_ I ods ,� k6
\ M g.' 4!
00
c w
b/ P �-y. \ \ \ �p �O\ `+," } : 4? NEW 4 STORY �b NEW SMH2, RIM EL. 9.35 w o N �, J
'Y / O� ,',F'";';`r : } OFFICE BLDG. INV. EL. 3.55S, 6.00N,E,W I �, 0 .�
'C / O r (SEE DETAIL ON DWG. C-6). I • 10
' s A- F.F.E.11.80 FOR CONT. OF CONDENSATE WCLI
o' o\� K a, i U.P.
ROOF AND DECK DRAIN LINES,-
\� SEE PLUMBING DWGS, TYP.
b o \O SAN. LT -
`7 / b. -_•„ .. , ,✓" b o� CB, G ATE 10.s
\hh k D/FF. IN GRADE SHALL INV EL 8.60 I I II
o NOT EXCEED 30" TVP.
� \ �07'°..,.-r•,...s"^•......f', - I SMH, �IM 10.7
INV EL 4.82#7 1
6
__. 15' p 7.62 6.42SE 5k 1 F-
I ASPHALT 50 W. OF 3 x 15D EXFIL. .�_ `u-
' c� �v TRENCH W/18"0 PERF. HDPE ®� c�,a �o k 5o I J
0AVEMENT �' ;�� o, tel? 0
Ox SLOPE (INV. EL. J.0) R R R
o SLOPE CONC. ,SDWK/CURB 8. 0 b ^� ( < ICN CM, GRT o.2
TO MATCH EXIST ELEVS d.35 8.20 RAMP DN. F d.30 _ "!! DA' F.P.L. INV EL .
ON PROPERTY LIN �. EASEMENT
Ilk
(•, `ti 10.2 0.80Ele, \ �.
1
MATCH EXIST. ASPHALT DN. 7.75 R/W LINE 7.56 7.Ci4 6.04 8.12 �, 9.0 - R/W LINE y`L obo
1 I R/W LINE
ELEVS ON PROPERTY LINE •
P ;...
bI`6 d�O I� 8.79 9.65 �Ok GRATE 10.40
i CB, GRATE 9.80 10� iv- ( �� INV EL 6.71
-15" VCP SAN -- rte- - --- '�� 15" VCR SAN-- - T -'b� --�' + ' � r-- I 1^
/ - "� SAN MH RIM 10.7��15" VCR SAN -
MATCH EXISTING
;;;.50.5 � SAN MH, RIM 7.38 1 7 4 � a � N a I--
o -- -- �,,�� � - _,-- INv FI -3 82W -----_PJCM_T FJ'�,-TYP ____ b .� N � ..�. INV
EL 400N, .S�TRET
�0 X g0 S� I 60 k -3.77E, - __. - 3.45W -----
3.78S 5 '1 N __--_-._. 3,50E
b' b' _ I u� �� . p b`L ._ b5 ¢ OF 50' R/W �0? 0� ��� 100 1� L
b' I (� -24" S� -- -- - SMH, RIM 11.10
SMH, 9.72 (_5 o INV EL 5.85N,
o. ��--�,•�-'" �, -3t�RrEai- ��_ ' RIM I
! o "' INV L 512N, b�-- 5
h----•�b� . -� �� �„ � �O � � b� I � � � 1 � � �.r ----- ._._. �• `''�?��:',1 �--k-h °'' �.47�, 3.42E � �• ��'� 4" WM -
I
%F 40 OF 3 N!!�xLl�l6 Q EXFIL. �, . SIGN �,ap . DROR CURB 5 ''' °SIG WM C GRATE 9.36 , .: CB GRATE 10.50..
rt ., R/W LINE" k SIGN b5
/ rn / TRENCH W/fry"0 PERF. HDPE - X I % bo e I - b6, o ^. � +,sl EL 4.86 o �INV EL 7.35
o Ox SLOPE (INV. EL. 3.0) o NM 8. 16"0 H P T
CONHOPE 0
CORE DRILL EXIST. STORM M.H. k
/ b 35' OF 5'W. x 15'D' EXFIL. NV�ELI3. 1S, 24"0 PERF. HDPE W/
TRENCH W124 "� PERF. HDPE 3.25W -I: SIGN 24x 1 d HDPE TEE, TVP. CONN. NEW 24"0 HDPE PIPE AT INV. NOTE
,� / / 3'7pE' -, 15 sD -1-.► I y. EL. 3.00 (POLLUTION BAFFLE REQUIRED) NEW WATER k SEWER LINES
/ h I
Cy
OX SLOPE (INV. EL. 3.0) o � � SHOWN FOR REFERENCE ONLY.
CB1 JUNCTION BOX W INVERTED BAFFLE INV Too 70 s Ce, RATE 6.90 NEW SMH1, RIM EL. 7.35
ho / / 0 m I INV 3.20 INV. EL. 3.00&,W,S, 3.25N 148 OF 5W, x 15V EXFIL. SEE DWG. C-4
W/USF 5105 VALLEY GUTTER INLET FRAME do J h �I g R II (SEE DETAIL ON DWG. C-6). TRENCH W/24 "0 PERF. HDPE
6146 GRATE. GRATE EL. 7.40, INV. EL. 3.00 EW,� � La.l �.� N
3.25S FOR TRENCH, INV. EL. 4.50 E, W FOR w � CONN, t4'-18" O HDPE PIPE TO EXIST. OZ SLOPE (INV EL. 3.0)
BLDG. SERVICES (SEE DWG. C-6 FOR DETAILS). o SLAB -COVERED TRENCH. RECONSTRUCT RECONSTRUCT EXIST. SAN. LAT. AS
NECESSARY UNDER DRAIN PIPE TO
� � TRENCH WALL AS NECESSARY.
MAINTAIN MIN. 12„ VERT. SEPAR., TYP.
^b /
/ (/
o `V
b
Poe ( u
. . Y
DRAINA GE• NOTES
Y YmF
Y 4 V
Y
1. ALL DRAINAGE CONSTRUCTION SHALL CONFORM TO THE REQUIREMEN7rw
OF THE CITY OF SOUTH MIAMI, THE DEPARTMENT OF ENVIRONMENTAL
RESOURCES MANAGEMENT (DERM) AND THE FLORIDA BUILDING CODE,
LA TEST E01 770N. V V C,
2. EXISTING UTILITIES ARE PLOTTED FROM THE BEST AVAILABLE sourcES,
HOWEVER, NEITHER THE ENGINEER NOR THE OWNER GUARANTEE Tt_ILS.�' ` Y
ACCURACY. ANY ADD177ONAL 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 CAU77ON IN PROTECTING
ALL U77LI77ES DURING COMPLETION OF THIS WORK. IN THE EVENT OF
DAMAGE, THE CONTRACTOR SHALL IMMEDIATELY N077FY THE APPROPRIATE
U77LI TY 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 VER77CAL CONTROL SET BY THE OWNER. CONTRACTOR SHALL ALSO
PROVIDE "AS BUILT" GRADES CER70ED 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.
Z DRAINAGE DESIGN IS DONE IN ACCORDANCE WITH ACCEPTED ENGINEERING
PRACTICE USING THE BEST INFORMA77ON AVAILABLE.
8. MINIMUM SLOPE OF PIPES FROM ROOF k CONDENSATE DRAINS SHALL BE
14" PER LINEAR FOOT UNLESS OTHERWISE SHOWN, MATERIAL FOR THESE
PIPES SHALL BE PVC.
9. DADE COUNTY FLOOD CR17ERIA = 6.50 NGVD.
10. THE SUBJECT PROPERTY APPEARS TO LIE W/7HIN 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 do 120 ADDRESS: 5900 S. DIXIE HWY, MIAMI, FL 33143
LOTS: 8-10 BLOCK: 2
PLAT BOOK. • 7 PA GE. 11
suBDIt4siON THE SOLOVOFF SUBDIWSION
MEETS k BOUND:
CROWN OF ROAD ELEV.: 11.40 FT. NGVD. CROWN OF ROAD ELEVA77ON WAS TAKEN FROM
A CER77FIED SURVEY PREPARED BY MANUEL FELIPE PLS LIC 1• 4146
SURWWRs NAME
DRAINAGE PLANS SHALL BE ATTACHED (If >2 ACRES /MNERHDUS PLANS SHALL RE SIAM/ED WTH FHER DERM/14A1£R
CONTROL SEC7701V APPROVAL).
DERM/WC - SURFACE WATER MANAGEMENT STORY WAI TER PERMIT (COPY ATTACHED) NIA -
SWFMD - ENVIRONMENTAL RESOURCES PERMIT
(COPY ATTACHED) WA
TOTAL IMPERVIOUS AREA: 0.72 OC. UNDERGROUND PARKING &0 (aRCLE ONE)
V ms$ nooDPRoonm PLANS AND CERAf7CA1E SNALL BE ATTACHED
BASEMEN T• YES / NO (aRa.E ow)
HA VE THIS SI TE OR OTHER POR77ONS OF THIS PROPERTY BEEN GRANTED A CL OMR OR
FINAL LOMR ¥.• pmaE avE)YES LOMR� NO
LEGEND
b 5
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
C81
--
9.00
7.45
O
NEW CATCH BASIN
NEW EXFIL 7RA 77ON TRENCH
LEGEND
b 5
EXIS77NG SPOT ELEVA TION
10115
NEW SPOT ELEVA77ON
DRAINAGE FLOW ARROW
C81
CATCH BASIN NUMBER
SMH1
STORM MANHOLE NUMBER
O
NEW CATCH BASIN
NEW EXFIL 7RA 77ON TRENCH
HDPE
HIGH DENSITY POL YETHYLENE PIPE
DIP
DUC77LE IRON PIPE
R.D.
ROOF DRAIN
C.D.
CONDENSATE DRAIN
S.D,
STORM DRAIN
M
CALL 48 HOURS BEFORE YOU DIG IN FLORIDA
IT'S THE LAWL. -
1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
ARCHITECTURE INTERIOR DESIGN PLANNING
SEAL:
MONEY J. MATEU
AR 0008220
JMM CONSULTING ENGINEERS, LLC
M.E.P.
126651 S DIXIE HIGHWAY, SUITE 209
MIAMI, FLORIDA 33156
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
4869 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.: EI -004397
MANUEL D. GARCIA
FL. P.E. No.: 47639
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GAILES, FLORIDA 33146
6966 SOUTH,: '
DIXIE BUILDING ••
5966&5970 •, r ' , ....,.
SOUTH DIXIE HIGHWAY`'
MIAMI, FLORIDA 33133
MATEU ARCHITECTURE 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 NY THE ARCHITECT/ ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT NO:
MA0605
DRAWN BY:
CHECKED BY:
ISSUE DATE:
REVISIONS
3� BLDG. DET. COMMENT.
Q FIRE DEPT. COMMENTS 06-11-08
SHEET TITLE
GRADING AND
DRAINAGE
SITE PLAN
SHEET:rr�� OF:
C -J