10-327-030LINE FOR BAC
OF�CURB
LINE FOR FACE
OF CURB
PAVEMENT GRADE
SHOWN ON PLAN
FAN
PRECAST CONC. WHEEL ---.�
STOP, 6' -0" LONG
1 - #4 ROD CONT. -- --�,
ASPHALT PAVEMENT
1 4-
2-
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I"
EDGE OF
PAVMT.
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STOP & PV'MT. MINIMUM
18" LONG
PRECAST CONCRETE WHEEL STOP
N.T.S.
r . � zZAUTOCONTROL
Barriers
l:V AGSTO
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MIB 30/ MIB 40
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FILL �* • ti' •"' o
SECTION A -A
r. I
NEO RENE GASKET
REQ�D. ALONG ALL
a-
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CONTACT EDGES
PAVEMENT
DETAIL
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PIPE INVERT
N.T.S.
BOTTOM SLAB
O
1 1/2" THICK ASPHALTIC
CONCRETE TYPE S -1.
SOUTHERN CULVERT
13" LIMEROCK BASE MIN.
LBR 100
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-I
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12" COMPACTED SUBGRADE MIN. LBR
4Cl1
COMPACTED TO 95% MAX.
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PE:;?
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SITION
G
1:1 OR
SELECT FILL:
z
04
SOLID TOP OF
GAUGE ALUM. A
WELDED TO CL(
R'T OF PIPE
'OM OF BAFFLE
OPEN BOTTOMS FRONT VIEW
1. POLLUTANT RETARDANT BAFFLE TO BE INSTALLED ON ALL CATCH
BASIN WALL PIPE OPENINGS PRECEDING EXFILTRATION TRENCHES.
POLLUTION RETARD
N.T.S.
FILTER FABRIC
OVERLAP 1 MIN.
N
FILTER
ALT. TRANS. SECTION*
*MAY BE USED IN AREAS WHERE TRENCH WALLS WILL NOT STAND
VERTICAL, OR WHERE CAVE -IN BELOW THE WATER TABLE IS LIKELY
TO OCCUR. TO BE USED AT THE ENGINEER'S DISCRETION.
GRATE EL. REF
TO THIS POINT
ASPHALT.,
FRAME
SPHALT-
FRAME AND GRATE
N- SELECT FILL--,
POLLUTION RETARDANT
LBAFFLE. (SEE SCHEDULE
SELECT T _ _ OF DRAINAGE STRUCTURES
FILL 7 SHEET FOR APPLICABLE
1
FOR PIPE INV. EL. (SEE
SCHEDULE OF DRAINAGE OPEN JOINT
STRUCTURES SHEET)
5' 18" DIA.
18" p LENGTH OF FRENCH
SOLID
- HDPE
'`' ` • - - BALLAST
ROCK
7
SELECT FILL
SELECT FILL
t
N ?
�s
^I
18 DIA.
ALUM. CUP ANGLE
3 "X3 "X1 4 . 3" LONG
WITH 3/" SLOT
TYPE 4 REQ. WELD
TO CORR. ALUM.
c�
Ill Z
°
NEO RENE GASKET
REQ�D. ALONG ALL
a-
SCHEDULE
CONTACT EDGES
N
- - -- -- -
RIM
GRATE RIM
GRATE/
- -- - - -- -
PIPE INVERT
1/2 OF 21" DIA.
BOTTOM SLAB
ROUND C.A.P. BY
REMARKS
SOUTHERN CULVERT
DIMENSION
ELEVATION
OR APPROVED EQUAL
-I
[- -CATCH BASIN WALL
W
TOP VIEW
BAFFLE DETA
�_ PROP. GRATE EL. _
SEE SCHEDULE OF DRAINAGE
STRUCTURES THIS SHEET)
FILTER FABRIC
OVERLAP 1 MIN.
PIPE INV. ELEV.
ALLAKST\ FILTER FABRIC
PROP. BOTTOM OF TRENCH EL.
NOW
SEE SCHEDULE OF DRAINAGE
3 -0" STRUCTURES THIS SHEET)
TRANSVERSE SECTION
FOR PERFORATED HDPE, PIPE JOINTS
ARE TO BE BANDED, WITH COUPLERS
FILTER FABRIC
ON ALL SIDES, -- RICK AND MORTAR
TOP AND BOTTOM (2 LAYERS MIN.
OF TRENCH �/i _" - -- -- -- 4 LAYERS MAX.)
T
r -M4. 4" MAX.
GROUT TO
SEAL OPENING
'ERFORATED HDPE
DRAIN AS SHOWN ON PLANS
BALLAST
ROCK
7
I
dW
5
" DI
Soup
HDPE
-- : - . --
PROP. CATCH BASIN
TO BE U.S. PRECAST
OR APPROVED EQUAL
(SEE DRAINAGE
PLASTIC FILTE SCHEDULE THIS SHEET)
FABRIC
LONGITUDINAL SECTION
J3]IE
AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION IT
SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER TO ALLOW FOR INITIAL
SETTLEMENT THAT MAY OCCUR. IF SETTLEMENT DOES TAKE PLACE, ADDITIONAL
BA LLAST ROCK WILL BE ADDED TO RESTORE THE PROPER ELEVATION SO THAT
THE EXFlLTRATTON TRENCH IS COMPLETED IN ACCORDANCE WITH THE DETAILS.
TR A TI
0 N TR
EN CH
DET
AIL
TYPICAL CATCH BASIN AND EXFI L
SCALE: N.T .S.
CITY OF SOUT'1-I VI IIAMI
BUI LDING DEPT.
S 6 - zUCTURA :_ SECTION
J .
V,PRONJEO a
ARCHITECT:
BERMELLO AJAIVIiL & PARTN RS, INC.
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Ba\/shoee Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 86(-3700
PLANNING ARCHITECT:
TAN
■
WILMOT SAN
A R C H I T E C T U R E
P L A N N I N G
18310 Montgomery Village Aven e
Gaithersburg, Mar and 20879
301 -590 -2900 (Fax) 301 -590 -8150
STRUCTURAL EnnNgqGINEER:FF �qq
j �bNaUL IN�iN�EN &INEEA
DRAMON OPEDRO _ D QU E N P-1' 01021690
Il�u/ i'J wwnl-
❑PEURO J- DUQUESNE PE. 0022764
CWd./ I J TURnr
❑AIDA M. ALBAISA E. 004530
( a) g6 IFIa;, Ir ut 1351 A]
STATE OF F ORIVA — AU HORIZAlION6N..31306�
MEP ENGINEER:
2121 Ponce de Leon B'vd., Suite 350
Coral Gables, FL 331
Professional ConsulfingEngineers phone: 305.569,1692
fax: 305.569.1693
Dallas • Houston • Nashville • Miami • Fichmond
Austin • Denver • Phoenix • Washingt n D.C.
ccrd project number: 405112.038
EB00007658
IT CONSULTANT:
GENE BURTON & AS�OCtATES
1893 General George Patton Drive 5840 IWest 1 -20, Suite 150
Frwrklin, Termcssce 37067 Arlin ton, T-Is 76017
Phone: 615,376.3 100 Phonf: 817.563.2486
Fax: 615.376.3114 Fax: 1817.563.2753
Website: www.gbainI
Medical Equipment and Communications planners
o
A
JA K YOUN , P. E.
FLORI A LICE E #45
REVISIONS:
A06 22 -2010 CLIENT
17 11 -11 -2010 DRIVEV
PROJECT NAME:
SOUTH MIAMI HOSPITAL SITE
PREPARA'T'ION PACKAGE,
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
South Miami, Florida 33143
KEY PLAN
COMM. NO. 40057.100
SCALE:
DATE: 10-19 -20 0
DRAWN:
CHECKED: JY
CARD FILE: H:INSTITUT�ONAL
DRAWING TITLE:
PAVING, GRADING
& DRAINAGE
DETAILS
SHEET NO.
17
DRAINAGE
STRUCTURE
SCHEDULE
- - -- - _._.
- -- ----- - - - - -- --
PE & INSIDE
- - -- -- -
RIM
GRATE RIM
GRATE/
- -- - - -- -
PIPE INVERT
._ - - --
ELEVATION
BOTTOM SLAB
REMARKS
DIMENSION
ELEVATION
N
S
E
W
TOP ELEV.
PRB
--
CB (4.0' DIA.)
13.20
^�
3.00
-0.50
S
TYPE C PER US PRECAST 3 -9.4 WITH FRAME AND GRATE PER MDCPWD SD 2.3
S-1
-0.50
N
TYPE C PER US PRECAST 3 -9.4 WITH FRAME AND GRATE PER MDCPWD SD 2.3
3.00
S -2
CB (4.0' DIA.)
12.60
CB -
CATCH BASIN
ARCHITECT:
BERMELLO AJAIVIiL & PARTN RS, INC.
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Ba\/shoee Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 86(-3700
PLANNING ARCHITECT:
TAN
■
WILMOT SAN
A R C H I T E C T U R E
P L A N N I N G
18310 Montgomery Village Aven e
Gaithersburg, Mar and 20879
301 -590 -2900 (Fax) 301 -590 -8150
STRUCTURAL EnnNgqGINEER:FF �qq
j �bNaUL IN�iN�EN &INEEA
DRAMON OPEDRO _ D QU E N P-1' 01021690
Il�u/ i'J wwnl-
❑PEURO J- DUQUESNE PE. 0022764
CWd./ I J TURnr
❑AIDA M. ALBAISA E. 004530
( a) g6 IFIa;, Ir ut 1351 A]
STATE OF F ORIVA — AU HORIZAlION6N..31306�
MEP ENGINEER:
2121 Ponce de Leon B'vd., Suite 350
Coral Gables, FL 331
Professional ConsulfingEngineers phone: 305.569,1692
fax: 305.569.1693
Dallas • Houston • Nashville • Miami • Fichmond
Austin • Denver • Phoenix • Washingt n D.C.
ccrd project number: 405112.038
EB00007658
IT CONSULTANT:
GENE BURTON & AS�OCtATES
1893 General George Patton Drive 5840 IWest 1 -20, Suite 150
Frwrklin, Termcssce 37067 Arlin ton, T-Is 76017
Phone: 615,376.3 100 Phonf: 817.563.2486
Fax: 615.376.3114 Fax: 1817.563.2753
Website: www.gbainI
Medical Equipment and Communications planners
o
A
JA K YOUN , P. E.
FLORI A LICE E #45
REVISIONS:
A06 22 -2010 CLIENT
17 11 -11 -2010 DRIVEV
PROJECT NAME:
SOUTH MIAMI HOSPITAL SITE
PREPARA'T'ION PACKAGE,
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
South Miami, Florida 33143
KEY PLAN
COMM. NO. 40057.100
SCALE:
DATE: 10-19 -20 0
DRAWN:
CHECKED: JY
CARD FILE: H:INSTITUT�ONAL
DRAWING TITLE:
PAVING, GRADING
& DRAINAGE
DETAILS
SHEET NO.
17