10-327-025GATE ENO
HINGE
HINGE POSf
LATCH
CANE BOLT
GATE END
HINGE
HINGE Pos-r
2" GATE ENDS
1"_n" nAll C' Z 1A I (A D17 PICKETS
SE CAP
TO ACCOMODATF GATE
ALUMINUM ENTRY GATE
MANUFACTURER: AMERISTAR
MODEL: ESTATE
ITEM NO.: (2) EC-13548-72H
0 10 20
I 1 1
25.0 -
11- 51.0'
1 LP e U
WV
MF)-'W1�"_,L.) A_f I 1
EXIT. D-WASD
SON- L SIVE EASEMENT
LP
rm-.OTNIMUTGIIIILIII
RIM =11 8
S:.INV, 7.4
158 C
CB
RIM=1143
INV. I C ESSIB
0 1 . 0 (2 0
SCALE IN FE T
W=Wor
SEE DETAIL A RIM=11.50 I
N.INV.=7.5
15' CMp
d-REMOVE 1 ' OFXMST. CONC. WALL
CENTERED ON EXIST. W.M. AND
REPLACE ITH FENCE GATE
El
L
3.0. kVN A T:,
E AFL
:
1% 114 11 1,.e I J-N F- [- 11 wo V r-% L_ V L_ /y L_ I N I I
3.0
,jg1j1j!!j11j,11 -63rd AVE
SIMI 632().,�315' EAST OF SW
I
..................
.... .. ....
.. .........
122,,'1-8' FROM C us Zo. i
4.0 W
0 - - I/
`1:2"-90* HORIZONTAL BEND
VV 0 9
1i; 19X 29
PROr-". "I P. STOP PER WS 2.16 0 ® P d
0
PROP. 28" "I-IDPE WM
-0
ICED PRESSURE .4
2" R f-D6 11(�
PROPOSED
ZONE BACKI-l... fiN PREVENTOR PER
\
FFE =13. 25 M DWAS D W!'; '-4 .18 I, fk�
PROPOSED 27-/� A-I"Ef"? SERVICE
METER BqX// PER MD"It9\S11) WS. 2.16 N<0
EXIST. BREEZ AY OVERHEAI,'), !3 rRUCTURE 19 6(
WITH 13.0 /OP CLEAR AN Cj� ["[ ;?'ON1 GRADE/
X.
7.00
1
7-
p
16.00
16,00
-
0)
15.00
VALVE
15.00
PROP. 4"::GALV. STL VENT IN NO.3
5J EF
L AROUND
1 4.0�
14.00
(TYP. BOTH ENDS)
RQUF
W
APPROXIMATE GRADE
PROF'. Al
Conc.
- -
- - - - - - - - -
-EXIST. ELEC.
RELEASE VALVE
12.00
12.00
-EXIST. CHILLED WATER PROP. 88' OF "e) 4
.PROP
12 X12
TAPPING
V
11.00
1:12 12
P X
P�
"X1 TAPPING
PROP 12"X 2"T:APPING,
SLEEVE �j
TAPPING SLEEVE
TAPPING::::1 VALVE. PER GS
1
E IST. V-
10.00
TOP
- 12's
.4. 9.38
EAST OF SW 63rd
E I
B WAS
S A
U
t.51
FROM' S: 0,
9.00
GOUTS
n n
ND��!A
8 A
. . . . . . . . . .
F F) -1-44- 19"
kol LF OF -
<
8.00
AFTER
NEW
ETE
p RUP
08R� 121
AT 0
ER
N. A
X1 d.
..NON
- EXCLUSIVE EASEMENT
M oN
10 R
EN
O.VFC
BY
Canv s CovEred
r 5' concrete Sidewalk
PROP. ELECT'.
to
OP. 12
PROP.
F S 0
6.00
90* BEND REST.
6.00
PROP. ELEC
PROP. OXYGEN
I Asphd It
PROP. 1
5.0
5.00
PLUG WOTH BRICK
CORP. STOP
MASONRY BULKHEAD
EXIST. GAS\
---4.00
4.00
YPICAL:E,11(:)TII kifl
4-
AND SANDBED TO SPRINGLINE (TYP.)
3
3.00
'[T:IS�T
12' DIP INM
.00
//25.0
14.8'
108.0
-FUIU-RE-
2(KXB-
........................
. . .....
--- ---
-
-JACKING
16.9' /1/-/
PROP.
E=_.
1
1.00
.00
hfil A
PROF. _1 2
EXIST. o -E�'EC-H-ORIZONTAL-"
BEND-
/t'/
L/ TR.
4' CONCRETE
SIDEWALK
EFZO U--TE---EX
PROP. 142 OF
12" DIP. W.M.
PROP. 108' OF
24" DIAMETER S
CASING
PIPE PER A8.0
AND SECTION 15
70
W=Wor
SEE DETAIL A RIM=11.50 I
N.INV.=7.5
15' CMp
d-REMOVE 1 ' OFXMST. CONC. WALL
CENTERED ON EXIST. W.M. AND
REPLACE ITH FENCE GATE
El
L
3.0. kVN A T:,
E AFL
:
1% 114 11 1,.e I J-N F- [- 11 wo V r-% L_ V L_ /y L_ I N I I
3.0
,jg1j1j!!j11j,11 -63rd AVE
SIMI 632().,�315' EAST OF SW
I
..................
.... .. ....
.. .........
122,,'1-8' FROM C us Zo. i
4.0 W
0 - - I/
`1:2"-90* HORIZONTAL BEND
VV 0 9
1i; 19X 29
PROr-". "I P. STOP PER WS 2.16 0 ® P d
0
PROP. 28" "I-IDPE WM
-0
ICED PRESSURE .4
2" R f-D6 11(�
PROPOSED
ZONE BACKI-l... fiN PREVENTOR PER
\
FFE =13. 25 M DWAS D W!'; '-4 .18 I, fk�
PROPOSED 27-/� A-I"Ef"? SERVICE
METER BqX// PER MD"It9\S11) WS. 2.16 N<0
EXIST. BREEZ AY OVERHEAI,'), !3 rRUCTURE 19 6(
WITH 13.0 /OP CLEAR AN Cj� ["[ ;?'ON1 GRADE/
MI-DADE
011,4% R & SEWER DEPARTMENT�
PROPOSED 12" DIP WM REROUTE A Nll RREEZEWAY���T�TE.
%,q �A T E R P E R 10 1 'T SEVF�R PER-1AIT
SCALE: 1"=20' HORIZONTAL; 1"=2'
APF'ROVEED APPF,'OVED AS DEVISED
BY: DATE-
ARdJI I TO_:C'_1 �
BERMELLO AJAMIL & PARTNERS, INC.
Architect ire Engireeriig Planning
Interior D,--sign Land-3-,ape Architecture
2601 South Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859-2050,, Fax (305) 860-3700
PLANNING ARCHITECT:
3j,1A0
NZIN
WILMOT SANZ
ARCH I T E C T U R E
P L A N N I N G
18310 Montgomery Village Avenue
, Gaithersburg, Maryland 20879
301-590-2900 (Fax) 301-590-8150
STRUCTURAL ENGINEER:
Ap INE�R
R &A0 L �l N 9 NANEPEA.
❑RAMON R. DONNELL ,�E�,
�R01 1690
r7EDRO J. DUQUESNE P 'E 0022764
❑AIDA M. ALBAISA P 0045130
MIAMI, F_�'OF416TAV.�S"`
09 5259
V �_W 7111 CT, 3 55
TA W03-0711 FAX BOU
AUTHORIZATION N.. 1306
OF FLORIOA
MEP ENGINEER:
?2121 Ponce de Leon Blvd., Suite 350
Coral Gables, K 33134
Professional cop.sulipg Engineers phone: 305.569,1692
fox: 305,569.1693
Dallas - Houston . Nashville • Miami • Richmond
Austin . Denver • Phoenix . WashinglonD.C.
3,
.crd project number: 4VA XX 9 12
EB00D07658
IT CONSULTANT:
GENE 6 U RTON & ASSOC IATES
1893 General G=gc Patton ]'hive 584OW,�tJ-20, Suite 150
f�anklin, 37067 Aflingt, Teas 76017
'h: 615.376.3100 Phone: 917,563.2496
,:615.376.3114 F,.: 817.563.2753
Medical Equipment and Cuairnunicaleuris Planners
() 0 F
-1 ' 0
U
ONG,
C)
U
1N -A- IL ti
JACK YOUNG, P.E.
FLORIDA LICENSE #45646
REVISIONS:
A11-10-2010 FINAL MD-WASD COMMENTS
PROJECT NAME:
SOUTH MIAMI HOSPITAL ADDITION
PROJECT ADDRESS:
6200 S-W. 73rd Street
South Miaini, Florida 33143
KEY PLAN
COMM. NO. 40051
SCALE: 1 11 = 20'
DATE: 10-07 -2010
DRAWN: jH
CHECKED: jy
CADD FILE: H:INSTITUTIONAL
DRAWING TITLE:
WATER & SEWER
PLAN
SHEET NO.
G5A
7.00
1
17.00
p
16.00
16,00
-
15.00
VALVE
15.00
PROP. 4"::GALV. STL VENT IN NO.3
BOX AND �';COVER WITH 8" CONC. A
L AROUND
1 4.0�
14.00
(TYP. BOTH ENDS)
13.00
APPROXIMATE GRADE
PROF'. Al
13.00
- -
- - - - - - - - -
-EXIST. ELEC.
RELEASE VALVE
12.00
12.00
-EXIST. CHILLED WATER PROP. 88' OF "e) 4
STL CASING F I I"' E
11.00
11.00
1:12 12
P X
P�
"X1 TAPPING
PROP 12"X 2"T:APPING,
SLEEVE �j
TAPPING SLEEVE
& VALVE
10.013
10.00
TOP
- 12's
OP EX 12" bip
8.6
8. WATER MAIN
-9.00
9.00
n n
.. . ..... . ...
. . . . . . . . . .
F F) -1-44- 19"
kol LF OF -
8.00
8.00
N:"i
7
7.00
.00
-900
PROP. 12 -900
PROP. ELECT'.
to
OP. 12
PROP.
6.00
90* BEND REST.
6.00
PROP. 1
5.0
5.00
PLUG WOTH BRICK
CORP. STOP
MASONRY BULKHEAD
---4.00
4.00
YPICAL:E,11(:)TII kifl
AND SANDBED TO SPRINGLINE (TYP.)
3
3.00
.00
14.8'
108.0
21.3 '
2.00
--- ---
-
2.00
1
1.00
.00
hfil A
MI-DADE
011,4% R & SEWER DEPARTMENT�
PROPOSED 12" DIP WM REROUTE A Nll RREEZEWAY���T�TE.
%,q �A T E R P E R 10 1 'T SEVF�R PER-1AIT
SCALE: 1"=20' HORIZONTAL; 1"=2'
APF'ROVEED APPF,'OVED AS DEVISED
BY: DATE-
ARdJI I TO_:C'_1 �
BERMELLO AJAMIL & PARTNERS, INC.
Architect ire Engireeriig Planning
Interior D,--sign Land-3-,ape Architecture
2601 South Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859-2050,, Fax (305) 860-3700
PLANNING ARCHITECT:
3j,1A0
NZIN
WILMOT SANZ
ARCH I T E C T U R E
P L A N N I N G
18310 Montgomery Village Avenue
, Gaithersburg, Maryland 20879
301-590-2900 (Fax) 301-590-8150
STRUCTURAL ENGINEER:
Ap INE�R
R &A0 L �l N 9 NANEPEA.
❑RAMON R. DONNELL ,�E�,
�R01 1690
r7EDRO J. DUQUESNE P 'E 0022764
❑AIDA M. ALBAISA P 0045130
MIAMI, F_�'OF416TAV.�S"`
09 5259
V �_W 7111 CT, 3 55
TA W03-0711 FAX BOU
AUTHORIZATION N.. 1306
OF FLORIOA
MEP ENGINEER:
?2121 Ponce de Leon Blvd., Suite 350
Coral Gables, K 33134
Professional cop.sulipg Engineers phone: 305.569,1692
fox: 305,569.1693
Dallas - Houston . Nashville • Miami • Richmond
Austin . Denver • Phoenix . WashinglonD.C.
3,
.crd project number: 4VA XX 9 12
EB00D07658
IT CONSULTANT:
GENE 6 U RTON & ASSOC IATES
1893 General G=gc Patton ]'hive 584OW,�tJ-20, Suite 150
f�anklin, 37067 Aflingt, Teas 76017
'h: 615.376.3100 Phone: 917,563.2496
,:615.376.3114 F,.: 817.563.2753
Medical Equipment and Cuairnunicaleuris Planners
() 0 F
-1 ' 0
U
ONG,
C)
U
1N -A- IL ti
JACK YOUNG, P.E.
FLORIDA LICENSE #45646
REVISIONS:
A11-10-2010 FINAL MD-WASD COMMENTS
PROJECT NAME:
SOUTH MIAMI HOSPITAL ADDITION
PROJECT ADDRESS:
6200 S-W. 73rd Street
South Miaini, Florida 33143
KEY PLAN
COMM. NO. 40051
SCALE: 1 11 = 20'
DATE: 10-07 -2010
DRAWN: jH
CHECKED: jy
CADD FILE: H:INSTITUTIONAL
DRAWING TITLE:
WATER & SEWER
PLAN
SHEET NO.
G5A