10-327R-004FAI
(E CONCRETE
I ISLAND
PROP. CAR 2.6'
PARK BARRIERS
--1 6'
PROP*
PARK CAR T-A EL
in Tf
k :)6* l;= I
14.8'- --7-12.8'
NOTES:
1. CONTRACTOR SHALL COORDINATE LENGTH OF ARM WITH
EQUIPMENT SUPPLIED AND FIELD CONDITION.
2. PROVIDE BARRIER MAGSTOP MB-40 FOR MAGNETIC
AUTOCONTROLS OR APPROVED EQUAL. PROVIDE SHOP
DRAWINGS FROM APPROVAL.
3. CONCRETE FOUNDATION MUST BE CONSTRUCTED IN
ACCORDANCE WITH MAGNETIC FOUNDATION INFO MF5115
DETAIL
SCALE- N.T.S.
barrier width. up to 20'
LEGEND
2/3 boom length
(0
.... ......... .
PROPOSED PAVEMENT.
S-1
PROP. DRAINAGE STRUCTURE.
Wf
pep.dulum support
PROPOSED ELEVATION
as
ea
(or support post,
■=1111=
PROPOSED 6" CURB
required for boom
EXISTING FENCE
length over 12'
13.0
Wf
1 conduit 0 3 f 4' far possible loop
2 conduit 0 :1 4'
for power supply and control
concrete Y
foundation > foundation at
PC 2510 frost -line death 3'
I- 2_0` 5.5' LONG
boom profil
r -1
J 21/S.,
Dimensional Diagr�rn IVIIH
-Y
A
al Oki kMJ kno JS
_Ifffilk I 01,IAI I I
W 41 gi
.SECTION A-A_
SCALE: N.T.S.
SMH
SMH
-ii-7
S.W. 72nd Street
(Sunset Drive)
TSM13
TSB
SLB TSMB
CUP SLB
S
A 4
MATCH EXISTING I PROP. CONC. ISLAND
SID & CURB CUT SEE SHEET C-8 FOR
EW41
k DIMENSIONS
GRADE + 14.3 1;4
wup wup I
24
A% /4"\ 1b 4.
WUP WUP 4 E14:.
EXI , w
I CURB CUT
>
M
<
C
REMOVE GATE-1-10
wV C (0
DETAIL
S.W. 73rd Street
it
13.55 9
13.20
k
3.
C D
C-0
gQ Cu
13 I/ 1�: <
r
tie' to
SMH
RIM= .67 TS
06
PROP. 25,2 OF 3' WIDE 7DI IUI
_U
qX 15 DtEP 18" HDPE
EXFILTRA11ON CH C..)
CB (SEE SHEET 13.3
13:
MI
CJ
Asphalt MH
RIM=13.56
0-
owV
n
-SEE SHADOW
BOX DETAIL
Q2 Fj 4y
c)
0
C
2CK:
0
F-6•Z
X
Ti
Z •
a.
• wr
li
30 -
/0 0 1�0
z 00 At
LEGEND
F
(0
.... ......... .
PROPOSED PAVEMENT.
S-1
PROP. DRAINAGE STRUCTURE.
EXISTING ELEVATION
AM
PROPOSED ELEVATION
'
PROPOSED LIGHT POLE
■=1111=
PROPOSED 6" CURB
X_
EXISTING FENCE
13.0
'NIN,
JACK YOUNG, P.E.
FLORIDA LICENSE #45646
7
PROP. PRESqt
IF
E
A
04-14-2010
h\
MOT/QAQC
PLATE (TYP.)
0-6-22-2010
CLIENT REQUEST
54' ASPHALTIPAVEMENI
MATCH EXIST.
SIDEWALK
/G BADE
14.1
/4\
PROP. 25
OF 3' WID•
r
C-D X 15' DEEP
18" HDPE
EXFILTRATIONi
TRENCH 1a.1
-
�(SEE SHEET
5)
f-
<
til
35'R/W
35'R/W
III
11
S.W. 73rd Street
it
13.55 9
13.20
k
3.
C D
C-0
gQ Cu
13 I/ 1�: <
r
tie' to
SMH
RIM= .67 TS
06
PROP. 25,2 OF 3' WIDE 7DI IUI
_U
qX 15 DtEP 18" HDPE
EXFILTRA11ON CH C..)
CB (SEE SHEET 13.3
13:
MI
CJ
Asphalt MH
RIM=13.56
0-
owV
n
-SEE SHADOW
BOX DETAIL
Q2 Fj 4y
c)
0
C
2CK:
0
F-6•Z
X
Ti
Z •
a.
• wr
li
30 -
/0 0 1�0
z 00 At
=.6 / N
S -2
MATCH EXIST. GRADE
+/- 13.4
lid''
MATCH EXIST. GRADE
+/- 13.3
0
�n
GRA
10 20 40
■
PHIC SCALE IN FEET
MATCH EXIST. GRADE
+/- 13.9
PROP. 2-6" BOLLARDS
(SEE DETAIL SHEET C-5)
MATCH EXIST. GRADE
+/- 14.1
PROP. CURB TRANSITION (TYP.)
(SEE DETAIL SHEET C-5)
. FENCE (TYP.)
-PROPOSED PRECAST
CONCRETE WHEEL STOP (TYP.)
(SEE DETAIL SHEET C-5)
PROPOSED 6- CURB (TYP.)
(SEE DETAIL SHEET C-5)
r w-e Ir
A
X4 P.T. WOOD SUPi'QRTS
PT, WPD SHA; OW BOX
W1 1/2-MIN• L)NIEDLAP
'4'x4*x6 FTLONG
PT. WOOD POSTS AT CORNERS
'(2) 3"X3'Xl* STAINLESS STEEL ANGLES
CONCRETE PAD
-SLOPE ADJACENT ASPHALT PAVEMENT
TO DRAIN
SHADOW SECTION
SCALE: N.T.S.
LEGEND
F
.... ......... .
PROPOSED PAVEMENT.
S-1
PROP. DRAINAGE STRUCTURE.
EXISTING ELEVATION
AM
PROPOSED ELEVATION
'
PROPOSED LIGHT POLE
■=1111=
PROPOSED 6" CURB
X_
EXISTING FENCE
13.0
'NIN,
JACK YOUNG, P.E.
FLORIDA LICENSE #45646
7
REVISIONS:
A
04-14-2010
=.6 / N
S -2
MATCH EXIST. GRADE
+/- 13.4
lid''
MATCH EXIST. GRADE
+/- 13.3
0
�n
GRA
10 20 40
■
PHIC SCALE IN FEET
MATCH EXIST. GRADE
+/- 13.9
PROP. 2-6" BOLLARDS
(SEE DETAIL SHEET C-5)
MATCH EXIST. GRADE
+/- 14.1
PROP. CURB TRANSITION (TYP.)
(SEE DETAIL SHEET C-5)
. FENCE (TYP.)
-PROPOSED PRECAST
CONCRETE WHEEL STOP (TYP.)
(SEE DETAIL SHEET C-5)
PROPOSED 6- CURB (TYP.)
(SEE DETAIL SHEET C-5)
r w-e Ir
A
X4 P.T. WOOD SUPi'QRTS
PT, WPD SHA; OW BOX
W1 1/2-MIN• L)NIEDLAP
'4'x4*x6 FTLONG
PT. WOOD POSTS AT CORNERS
'(2) 3"X3'Xl* STAINLESS STEEL ANGLES
CONCRETE PAD
-SLOPE ADJACENT ASPHALT PAVEMENT
TO DRAIN
SHADOW SECTION
SCALE: N.T.S.
FAI
Rr
HITECT:
02
BERMELLO AJAMIL & PARTNERS, INC.
Architecture Engineering Planning
Inferior Design Landscape Architecture
ry 2601 South Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859-2050 Fax (305) 860-3700
PLANNING ARCHITECT:
I'■
■
WILMOT SANZ
A R C H 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 (Fox) 301-590-8150
STRUCTURAL ENGINEER:
264&JNRINE
0V
❑RAMON R. DONNELL PE 001 #40
❑PEDRO J. DUQUESNE PE
0022764
DAIDA M. ALBAISA PE
TA FI_Z14t CT. MIAMI, FaRI&3JJgJ
AUTHORIZA'nON 14. 1306
OF LDFUDA
MEP ENGINEER:
MIP21.21 Ponce de Leon Blvd,, Suite 350
1 P
Coral orall Gables, FL 33134
phone: 305.569.1692
fax: 305.569.1693
Dallas - Houston - Nashville . Miami - Richmond
Austin * Denver . Phoenix - Washington D.C.
cord project number 405112.038
EBOOD07&58
IT CONSULTANT:
GENE BURTON & ASSOCIATES
I ,
1893CiezieralGeurpPattanDri� 5840 Wen 1-20, Suite 150
Fmnkhn, T=amw 37067 Adm&N Tc=i 76017
Ph�:615.3763100 Ph- :817.5632486
Far 6153763114 F= 817 5632753
Wdxrize, www.0aim.ccai
A4 Medical Equipment and Communications Planners
LEGEND
F
.... ......... .
PROPOSED PAVEMENT.
S-1
PROP. DRAINAGE STRUCTURE.
EXISTING ELEVATION
AM
PROPOSED ELEVATION
'
PROPOSED LIGHT POLE
■=1111=
PROPOSED 6" CURB
X_
EXISTING FENCE
FAI
Rr
HITECT:
02
BERMELLO AJAMIL & PARTNERS, INC.
Architecture Engineering Planning
Inferior Design Landscape Architecture
ry 2601 South Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859-2050 Fax (305) 860-3700
PLANNING ARCHITECT:
I'■
■
WILMOT SANZ
A R C H 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 (Fox) 301-590-8150
STRUCTURAL ENGINEER:
264&JNRINE
0V
❑RAMON R. DONNELL PE 001 #40
❑PEDRO J. DUQUESNE PE
0022764
DAIDA M. ALBAISA PE
TA FI_Z14t CT. MIAMI, FaRI&3JJgJ
AUTHORIZA'nON 14. 1306
OF LDFUDA
MEP ENGINEER:
MIP21.21 Ponce de Leon Blvd,, Suite 350
1 P
Coral orall Gables, FL 33134
phone: 305.569.1692
fax: 305.569.1693
Dallas - Houston - Nashville . Miami - Richmond
Austin * Denver . Phoenix - Washington D.C.
cord project number 405112.038
EBOOD07&58
IT CONSULTANT:
GENE BURTON & ASSOCIATES
I ,
1893CiezieralGeurpPattanDri� 5840 Wen 1-20, Suite 150
Fmnkhn, T=amw 37067 Adm&N Tc=i 76017
Ph�:615.3763100 Ph- :817.5632486
Far 6153763114 F= 817 5632753
Wdxrize, www.0aim.ccai
A4 Medical Equipment and Communications Planners
PROJECT NAME:
SOUTH MIAMI HOSPITAL SITE
PREPARATION PACKAGE
PROJECT ADDRESS:
7400 S.W. 62nd Ave,
South Miami, Florida 33143
KEY PLAN
0
COMM. NO. 40057.100
NOTES SCALE: AS SHOWN
1. FOR DRAINAGE DETAILS SEE PAVING, GRADING AND DRAINAGE DETAIL SHEET C-5. DATE: 05-07-2010
DRAWN:
2. CONTRACTOR SHALL NOT REMOVE ANY EXISTING ROADWAY SIGNAGE. CHECKED: Jy
(REGULATORY, WARNING AND DIRECTIONAL SIGNS) CADD FILE: MINSTITUTIONAL
DRAWING TITLE:
3. FOR PRECAST CONCRETE WHEELS STOPS SEE SHEET C-5. PAVING, GRADING
4. TEMPORARY PARKING LOT FOR CONSTRUCTION DISPLACED PARKING, SEE SHEET C-3. & DRAINAGE PLAN
SHEET NO.
C-4
F
.0
0
ON -A-L`,
JACK YOUNG, P.E.
FLORIDA LICENSE #45646
7
REVISIONS:
A
04-14-2010
h\
MOT/QAQC
0-6-22-2010
CLIENT REQUEST
PROJECT NAME:
SOUTH MIAMI HOSPITAL SITE
PREPARATION PACKAGE
PROJECT ADDRESS:
7400 S.W. 62nd Ave,
South Miami, Florida 33143
KEY PLAN
0
COMM. NO. 40057.100
NOTES SCALE: AS SHOWN
1. FOR DRAINAGE DETAILS SEE PAVING, GRADING AND DRAINAGE DETAIL SHEET C-5. DATE: 05-07-2010
DRAWN:
2. CONTRACTOR SHALL NOT REMOVE ANY EXISTING ROADWAY SIGNAGE. CHECKED: Jy
(REGULATORY, WARNING AND DIRECTIONAL SIGNS) CADD FILE: MINSTITUTIONAL
DRAWING TITLE:
3. FOR PRECAST CONCRETE WHEELS STOPS SEE SHEET C-5. PAVING, GRADING
4. TEMPORARY PARKING LOT FOR CONSTRUCTION DISPLACED PARKING, SEE SHEET C-3. & DRAINAGE PLAN
SHEET NO.
C-4