08-40-016/ R/WLINE 5' SI D.L...WALK
/ �2' CURB is GUTTER- GV� GV % •Y r .., �. � �•Vr�
/ 12' DIP WM- -- `
" i V V M
- � ♦ V V V L Y,
/V -6" WM- - ! - DRAINAGE 01 O TES
1. ALL DRAINAGE CON • 7Uf TION tS%,IAL1 CONFORM ' TO THE REQUIREMENTS
OF THE CITY OF SOLrTH'M/AMI, -THE-bEPARTWENT OF ENVIRONMENTAL
-tptp'L8- VCR SAN- - - RESOURCES MANAGEMENT (DERM) AND THE FLORIDA BUILD/NG CODE,
I� RIM 12.20 SAN MH LATEST EDITION.
INV 5.99
, SAN Ma,
E, 5.855 2. EXISTING U77L/TTESJ,4P,e PLOT-1•DOOM 774t BEwT AVAILABLE SOURCES,
IS '/�/ 1r 1r 7 �.J Z C.l r S T. AC URAC'Y.NANYEAbV(nONAL Q SVTS DUE TO CONFLICTS BETWEENTHE/R
PROPOSED IMPROVEMENTS AND EXISTING U77LI77ES SHALL BE THE SOLE
RESPONSIBILITY OF 7HE CONTRACTOR.
3. CONTRACTOR SHALL EXERCISE ALL CARE AND CAUTION IN PR07EC77NG
SCALE 1"= 20'R/W LINE R/W LINE ALL U77LI77ES DURING COMPLERON OF THIS WORK. IN THE EVENT OF
/
_ - N
DAMAGE, THE CONTRACTOR SHALL IMMEDIATELY N077FY THE APPROPRIATE
GV
\\, ( GN U77BELITY THE SO�EANY ANY AND ALL COSTS INCURRED RESPONSIB/CITY OF THE CONTRACTORDUE TO DAMAGE SHALL
RI 10
\ SMH, LOS,
12.INV EL34. ALL ELEVATIONS REFER TO N.G. V.D. (1929).
7.50E 38%W
�r� k� o0 5. CON7RACTOR SHALL PROVIDE HIS OWN LINE h GRADE FROM HORIZONTAL
'0 �1ti �ti AND VER77CAL CONTROL SET BY THE OWNER. CONTRACTOR SHALL ALSO
PROVIDE AS BUILT" GRADES CERTIFIED BY A REG/S7FRED LAND SURVEYOR.
6. EXF/L7RA77ON TRENCHES, CATCH BASINS AND MANHOLES SHALL BE
/ ��` I I II CONSTRUCTFD /N ACCORDANCE Wl'TH CITY OF SOUTH MIAMI STD. DETAILS.
7. DRAINAGE DESIGN IS DONE /N ACCORDANCE WITH ACCEP7FD ENGINEERING
•
.. �, I PRA C77CE USING THE BEST /NFORMA TION AVAILABLE
(I i, GR 0 SLOPE OF
/ I �� L 1 8• ;4" PERMLINEAR FOOT/ UNLESS OTHERWISE SHOWY. SMATERIAL FOR HTHESE
�a �,
T
i / � `i.`' �. �....... :. ../ '�S WM i• I �ti• � 1U I � �h PIPES SHALL BE PVC.
k I,
/ P ..... , / ," , 8 9. DADE COUNTY FLOOD CR17ERIA 6.50 NGVD.
10.
PROPTY APPEARS TO LIE KITHIN FLOOD ZONE `AE'*
�'lI \ , �' � �... WM �OODUEL.c10.00 AS DEFINED BY THE UNITED STATES DEPARTMENT OFS
r.:
HOMELAND SECURITY, FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD
G w
/ U rI w
I i I z INSURANCE RATE MAP NUMBER 120658, PANEL NUMBER 0276J, DA 7ED
MARCH 2, 1994.
11. ALL STORM RUNOFF GENERA7ED BY THE DESIGN STORM EVENT SHALL BE
• ��" P. : �S ,/ p >> o III
6 / „� �.F/ � Q dd l I •� { ,�ti� .,�o 5 CONTAINED ON SIM PER/METER GRADING SHALL NOT PERMIT RUNOFF
a
� Q ONTO ADJACENT PROPERTY.
{'� P /� c� 5� O�� 12. CONTRACTOR SHALL CONDUCT TELEVISED INSPEC77ON OF ALL STORM
/ �l % �, k v a ,,�• �,O or�� I I o
/ DRAIN LINES PRIOR TO AND AFTER CONS7RUC170N.
-90
I I WM
�ppSe�I, 45 II I I U.P,
-� �/, 5�� r- SITE DA TA
TOTAL SITE AREA: ............... 31 111 S.F
11 10,P it
i % �/ h �,;J, // �/ 1�• 4,I/ . ".: IIWPERV./BLDG. AREA:........ 29, 002 S F.
PERVIOUS AREA: .................. 2,109 S.F.
��t
O
,c`SAN. LAT.
T.
ls\��p� ��� �.. ... oRNE BARKING METER , , 1
5
TYPICAL)"
/ Gr��, goo .. , c
/
i� c. - . ... ��6n .d . I I _ b5 I Ia,S t - 05
/% �� ���
to
/,
^°
0.5 CURB WM J (�
/ G ^o. o 50 ko CONIC. �� I
I J
�• G
i , } m
J I PA
I RKING METER
\ BG ,�s•.. '` �o w I I I (TYPICAL)
k600
0 Jr
�o °� �`' NEW 4 STORY �.� NEW SMH2, RIM EL. 9.35 w o I w
,p �,� a'p INV. EL. 3.55S, 6.00N,E, W J �' N
7 / �° OFFICE BLDG. r n
� \ � (SEE DETAIL ON DWG. C-6). �
o jL o\� Dc �, F.F.E. 11.80 FOR CONT. OF CONDENSATE, u P
c / J \ ROOF AND DECK DRAIN LINES, �1� I X111 I
SEE PLUMBING DWGS., TYP. b'
SAN. L T
Ce, GTE 10.6
DIFF. IN GRADE SHALL INV EL 8.60
\ o NOT EXCEED 30 . TYP.
I SMH, �lIM 10.71 I
I ( �.A ' Iii �.
• INV EL 4.82N,
1 s n, -,c-- t 15 k
17 62 6.42SE
, , ___..:1 aD b
A 5 P H 'A L' T �a -- 50 OF 3 W. x 15 D EXRL. �ZQ� I-
1 I P A V E M ENT :.. C13TRENCH W/1 d "� PERF. HDPE 0 � cam,• '-�" 1o�k l�" SDI 0
\ ho } Ox SLOPE /NV. EL. 3.0 R ; I I J
SLOPE CONC. SDWK./CURB 8. co o ( ) •o •� cQ
27 EASEMENT
TO MATCH EXIST. ELEVS - FPL SIGN a, GR 0.2
8.35 8.208. 8.30 Burr 0#L INV EL
ON PROPERTY LIN I
b
r°o I i"a\1 - - _' _............. x.15 6b (i1 .tij6
_..
-., �� 0.80 I �o• �,o
- MATCH EXIST. ASPHALT DN. R/W LINE 7.56 14 6.04 8.12 R/W LINE 5ti �ob0 \ R/WLINE
rn / �LEVS ON PROPERTY LINE - I ti
FLOOD LEGEND
Commercial, Industrial
Fouo: 09-4036-0290-090, 100 do 120 ADDRESS: 5900 S. DIXIE HWY, MIAMI, R 33143
LOTS: 6-10 BLOCK: 2 SUBDIVISION. THE SOLOVOFF SUBDIVISION
PLA T BOOK.- 7 PAGE 11 MEETS k BOUND:
CROWN OF ROAD ELEV.: 11.40 FT. NGVD. CROWN OF ROAD ELEVA 77ON WAS TAKEN FROM
A CERTIFIED SURVEY PREPARED BY MANUEL fELIPE PLS LIC f.• 4146
SURVEYORS NAME
AIN GE PUNS SHALL BE ATTACHED (1f,>2 ACRES lUrtM OUS PLANS SHALL RE STAMPED WITH THEM DERM/WA7ER
CONTROL SEC77ON APPROVAL).
DERM/WC - SURFACE WATER MANAGEMENT STORY WATER PERMIT (cop, Y A rTA CHED) N_A
SWFMD - ENVIRONMENTAL RESOURCES PERMIT (COPY ATTACHED) N/A
TOTAL IMPERVIOUS AREA: 072 OC. UNDERGROUND PARKING &NO (CIRCLE ONE)
"IF YFS FLOODPROOf1NG PLANS AND CEM77FICAIt SHALL IE ATTACHED
BASEMEN T.• YES / NO (amaE ONE)
HAVE THIS SITE OR OTHER POR77ONS OF THIS PROPERTY BEEN GRANTED A CLOMP OR
FINAL LOMR It pRaE- ONE) _)Ef LOMR1
LEGEND
I b N6 b Lo L i ,� �;9 9.65 1,� 2 �o 0 GRATE 10- 135 EXISTING SPOT ELEVATION
I 19 - bo I t II CB, GRATE 9.80 10 N -�- INV EL s.71 10.15 NEW SPOT ELEVA77ON
- 1.
A.
INV LL bZU
/ �b --- -15" VCP SAN �- p� 5 r7�`-'^ �� `� -- Z SAN MH,' RIM 10.7015" VCP SAN - DRAINAGE FLOW ARROW
-ter---- 15" VCP SAN"-
`b- �' R E T
u 50.5 SAN MH, RIM 7.38 MATCH EXISTING - T, 4, ^ �- INV EL OON,"
_._... ._ w - __EW'T F[FVS, TYP I ----- 5 aF 50' R w o .. ._." 5 _ C81 CATCH BASIN NUMBER
_W ' ,----350E. 3.45W
0 0 O CS' k 3.77E, -3.785 -, 5 1 N 5 0 n ti
- ! 1�O �1 4 b b / 9 h +�o _ �0�° z •�O� � SMHI STORM MANHOLE NUMBER
(*,oi-r J �"' - --24" SD--- ---- �-- SMH, RIM 11.10 ■ NEW CATCH BASIN
/ o'�� "' ` I• �^'--"'tiRl►>f"- E, SMH,' RIM 9.72 INV EL 5.85N, O
yr cn ��,,, , I _ NEW EXRL IRA77ON 7RENCH
WM_�• INV L 5.12N, r 5 70S,W •,�,� ,
ry 5 i b 1�5 �o ( ►-.,, .; _ - + °'' 3.47, 3.42E - -t• 1b .. ,' 4 WM - - __ HIGH DENSITY POLYEINYL£NE P1PF.
o' / h --- -- o o b 1 �- - - - ' -1 "�" r� k - HDPE
W LI 'I- v SIGN r�o DROP CURB ray "` "SIG ' WM C GRATE 9.35 i w c CQ, GRATE 10'50 0/P DUCTILE IRON PIPE
40 OF .3 N! �, i5,Q EXFIL. _ - - 1 w o b I b• i EL 4.96 R/W LINENQ� k 5 IGN b5 A NV; r*
o, TRENCH W%1d 0 PERF. HDPE 0 � �' au -1 � DRA1N/ R ' 'I -S R.D. ROOF DRAIN
0 0 SLOPE (INV. EL. 3.0) CONN. 18"t� HDPE TO o 10� ^ ' % '` hr,C.D. CONDENSATE DRAIN
/ b s4' RIM a. CORE DRILL EXIST. STORM H` sdc.
b 35 OF 5 W. x 15'D' EXFIL. INV EL 3.31 S, I� 24 0 PERF. HDPE W " : 'f : » ',. 1S.D. STORM DRAIN
"'/ " 3.7pE, 3.25W � SIGN / CONN. NEW 24 HDPE P/PE AlITNI%` r'' fC CC �(Qj� »z# the [t-1 "".. 0110 (#rAtr;t #ars s3rbt�cRttrci are in
Ze / TRENCH W 24 0 PERF. HDPE ® 15o O I 24x 16 HDPE TEE, TYP. EL. J. (POLLUTION BAFFLE REQIolkn) A`- t t r t E� , 1 t s l l b to i t c + a re i n
/ -1 t5 SD ••�.,+ �' .` ' ^ rt'iEktNEW.IW�TEI? ,SEWER.,LINES;�J,, ,
/� ) OX SLOPE INV. EL. 3.0 SHOWN. FOR REFERENCE"ONL '
�'' ( ) CQ, GR TE 70 `� � +SP!' Attnrhe . *k,,
Ce, RATE 6.90 NEW SMH1 RIM EL. 7.35 � SEE DWG. C-4
Q / oo / CB 1 JUNCTION BOX W INVERTED BAFFLE INV EL .00 ' z ( INV 3.20 , .. J'r n; �'�t ,Jl, r .. rrJ J , . ,. . �rrcd to �J• c'I't'rr1 i'rru' to rrrljrrcc rrt nrrr,s.
/ / �* w INV. EL. 3.00E,W,S, 3.25N 148 OF 5 W. x 15'D' EXf7L. 1
/ 71 / °'/ W/USF 5105 VALLEY GUTTER INLET FRAME k z I� �I I "3.
'' 0 1 b (SEE DETAIL ON DWG. C-6). TRENCH W/24 >d PERF. HDPE ®� Jl£�� 3 �
h� / 6148 GRATE. GRATE EL. 7.40, INV. EL. 3.00 E,W, 3 � " 3 0�: SLOPE (/NV EL. 3.0) `' �oy�rLc'".' 'c'��fc•�Ji�tc/I"rnJ� tt Li�rr'ski�t lr (r2.x; (�Wk ofntte.chedsheet)
,. �'' / 3.25S FOR TRENCH; INV EL. 4.50 E, W FOR I oI CONN. _W-1810 HDPE PIPE TO EXIST.
/ BLDG. SERVICES (SEE DWG. C-6 FOR DETAILS). 0 I (j� SLAB -COVERED TRENCH. RECONSTRUCT RECONSTRUCT EXIST. SAN. UT. AS
Dr / NECESSARY UNDER DRAIN PIPE TO
Ile/^ TRENCH WALL AS NECESSARY. MAINTAIN MIN. 12" VERT. SEPAR., TYP.
/ j / -
�'' /� /
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rCALL 48 HOURS BEFORE YOU DIG IN FLORIDAI
1-900-432-4770
`SUNSHINE STATE ONE CALL OF FLORIDA, INC,
#f26000522
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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 & ALAM CONSULTING ENG. INC.
CIVIL ENGINEERING
7171 SW 62ND AVENUE, 4T11 LOOK
MIAMI, FLORIDA 33143 P.
'1•;r"`° "' . '`
FL. REG. No.: EB -004397',_
MANUEL D. GARCIA ` ,,
FL. R.E. No.: 47639 k �'
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GABLES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATE U ARCHITECTURE INC.
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED
FOR NY 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 NY:
CHECKED NY:
ISSUE DATE:
REVISIONS
3Q BLDG. DEPT. COMMENT.
SHEET TITLE
GRADING AND
DRAINAGE
SITE PLAN
SHEET: OF:
C-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
LEGEND
I b N6 b Lo L i ,� �;9 9.65 1,� 2 �o 0 GRATE 10- 135 EXISTING SPOT ELEVATION
I 19 - bo I t II CB, GRATE 9.80 10 N -�- INV EL s.71 10.15 NEW SPOT ELEVA77ON
- 1.
A.
INV LL bZU
/ �b --- -15" VCP SAN �- p� 5 r7�`-'^ �� `� -- Z SAN MH,' RIM 10.7015" VCP SAN - DRAINAGE FLOW ARROW
-ter---- 15" VCP SAN"-
`b- �' R E T
u 50.5 SAN MH, RIM 7.38 MATCH EXISTING - T, 4, ^ �- INV EL OON,"
_._... ._ w - __EW'T F[FVS, TYP I ----- 5 aF 50' R w o .. ._." 5 _ C81 CATCH BASIN NUMBER
_W ' ,----350E. 3.45W
0 0 O CS' k 3.77E, -3.785 -, 5 1 N 5 0 n ti
- ! 1�O �1 4 b b / 9 h +�o _ �0�° z •�O� � SMHI STORM MANHOLE NUMBER
(*,oi-r J �"' - --24" SD--- ---- �-- SMH, RIM 11.10 ■ NEW CATCH BASIN
/ o'�� "' ` I• �^'--"'tiRl►>f"- E, SMH,' RIM 9.72 INV EL 5.85N, O
yr cn ��,,, , I _ NEW EXRL IRA77ON 7RENCH
WM_�• INV L 5.12N, r 5 70S,W •,�,� ,
ry 5 i b 1�5 �o ( ►-.,, .; _ - + °'' 3.47, 3.42E - -t• 1b .. ,' 4 WM - - __ HIGH DENSITY POLYEINYL£NE P1PF.
o' / h --- -- o o b 1 �- - - - ' -1 "�" r� k - HDPE
W LI 'I- v SIGN r�o DROP CURB ray "` "SIG ' WM C GRATE 9.35 i w c CQ, GRATE 10'50 0/P DUCTILE IRON PIPE
40 OF .3 N! �, i5,Q EXFIL. _ - - 1 w o b I b• i EL 4.96 R/W LINENQ� k 5 IGN b5 A NV; r*
o, TRENCH W%1d 0 PERF. HDPE 0 � �' au -1 � DRA1N/ R ' 'I -S R.D. ROOF DRAIN
0 0 SLOPE (INV. EL. 3.0) CONN. 18"t� HDPE TO o 10� ^ ' % '` hr,C.D. CONDENSATE DRAIN
/ b s4' RIM a. CORE DRILL EXIST. STORM H` sdc.
b 35 OF 5 W. x 15'D' EXFIL. INV EL 3.31 S, I� 24 0 PERF. HDPE W " : 'f : » ',. 1S.D. STORM DRAIN
"'/ " 3.7pE, 3.25W � SIGN / CONN. NEW 24 HDPE P/PE AlITNI%` r'' fC CC �(Qj� »z# the [t-1 "".. 0110 (#rAtr;t #ars s3rbt�cRttrci are in
Ze / TRENCH W 24 0 PERF. HDPE ® 15o O I 24x 16 HDPE TEE, TYP. EL. J. (POLLUTION BAFFLE REQIolkn) A`- t t r t E� , 1 t s l l b to i t c + a re i n
/ -1 t5 SD ••�.,+ �' .` ' ^ rt'iEktNEW.IW�TEI? ,SEWER.,LINES;�J,, ,
/� ) OX SLOPE INV. EL. 3.0 SHOWN. FOR REFERENCE"ONL '
�'' ( ) CQ, GR TE 70 `� � +SP!' Attnrhe . *k,,
Ce, RATE 6.90 NEW SMH1 RIM EL. 7.35 � SEE DWG. C-4
Q / oo / CB 1 JUNCTION BOX W INVERTED BAFFLE INV EL .00 ' z ( INV 3.20 , .. J'r n; �'�t ,Jl, r .. rrJ J , . ,. . �rrcd to �J• c'I't'rr1 i'rru' to rrrljrrcc rrt nrrr,s.
/ / �* w INV. EL. 3.00E,W,S, 3.25N 148 OF 5 W. x 15'D' EXf7L. 1
/ 71 / °'/ W/USF 5105 VALLEY GUTTER INLET FRAME k z I� �I I "3.
'' 0 1 b (SEE DETAIL ON DWG. C-6). TRENCH W/24 >d PERF. HDPE ®� Jl£�� 3 �
h� / 6148 GRATE. GRATE EL. 7.40, INV. EL. 3.00 E,W, 3 � " 3 0�: SLOPE (/NV EL. 3.0) `' �oy�rLc'".' 'c'��fc•�Ji�tc/I"rnJ� tt Li�rr'ski�t lr (r2.x; (�Wk ofntte.chedsheet)
,. �'' / 3.25S FOR TRENCH; INV EL. 4.50 E, W FOR I oI CONN. _W-1810 HDPE PIPE TO EXIST.
/ BLDG. SERVICES (SEE DWG. C-6 FOR DETAILS). 0 I (j� SLAB -COVERED TRENCH. RECONSTRUCT RECONSTRUCT EXIST. SAN. UT. AS
Dr / NECESSARY UNDER DRAIN PIPE TO
Ile/^ TRENCH WALL AS NECESSARY. MAINTAIN MIN. 12" VERT. SEPAR., TYP.
/ j / -
�'' /� /
a r�
;151
rCALL 48 HOURS BEFORE YOU DIG IN FLORIDAI
1-900-432-4770
`SUNSHINE STATE ONE CALL OF FLORIDA, INC,
#f26000522
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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 & ALAM CONSULTING ENG. INC.
CIVIL ENGINEERING
7171 SW 62ND AVENUE, 4T11 LOOK
MIAMI, FLORIDA 33143 P.
'1•;r"`° "' . '`
FL. REG. No.: EB -004397',_
MANUEL D. GARCIA ` ,,
FL. R.E. No.: 47639 k �'
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GABLES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATE U ARCHITECTURE INC.
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED
FOR NY 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 NY:
CHECKED NY:
ISSUE DATE:
REVISIONS
3Q BLDG. DEPT. COMMENT.
SHEET TITLE
GRADING AND
DRAINAGE
SITE PLAN
SHEET: OF:
C-3