12-03-002GRATE EL REF
TO THIS POINT
ASPHALT ---,
LSELECT•.
FILL 7 I T---
IIi EL 5.00
'-SELECT Fl
• POLLUTION RETARDANT
fi l BAFFLE.
1 115" DU
u SOLID
HDPE
a.
SELECT FILL
PLASTIC FIL
FABRIC
FOR PERFORATED HDPE, PIPE JOINTS
ARE TO BE BANDED, WITH COUPLERS
FILTER FABRIC
ON ALL SIDES,
TOP AND BOTTOM
OF TRENCH
-OPEN JOINT I ' "
LENGTH OF FRENCH DRAIN AS SHOWN ON PLANS
11
BALLAST BALLAST
ROCK 7 ROCK
C.B. FRAME AND GRATE
PER MDCPWD SD 2.3 OR
APPROVE EQUAL
HDPE! LL;
t PROP. 4.0' DIA CATCH
BASIN TYPE C PER US
PRECAST 3 -9.4 OR
APPROVED EQUAL
LONGITUDINAL SECTION
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.
SELECT FILL
5" DIA.
ROCK
is PROP. GRATE EL
FILTER FABRIC
OVERLAP 1 MIN.
& INV. ELEV.
FILTER FABRIC
ja PROP. BOTTOM OF TRENCH EL
TRANSVERSE SECTION
NOTE
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
BALLAST ROCK WILL BE ADDED TO RESTORE THE PROPER ELEVATION SO THAT
THE EXFILTRAT ON TRENCH IS COMPLETED IN ACCORDANCE WITH THE DETAILS.
TYPICAL CATCH BASIN AND EXFILTRATION TRENCH DETAIL.
SCALE: N.T.S.
PRECAST CONC. WHEEL 7 -3/4" 1' -8"
STOP, 6' -0" LONG 3"
1 - #4 ROD CONT. I
ASPHALT PAVEMENT II EDGE OF
• II PAVMT.
2-1/4-- 11 m
i
UMEROCK BASE
STABILIZED SUBGRADE
8"
-2 - #4 RODS THRU WHEEL
STOP & PV'MT. MINIMUM
18" LONG
PRECAST CONCRETE WHEEL STOP
N.T.S.
LINE FOR BACK NE FOR FACE
OF CURB 2' OF CURB
AVEMENT GRADE
SHOWN ON PLAN
(PAVEMENT
2- #4 BAR!
CONTINUOUS
6" VERTICAL CURB
N.T.S.
SELECT FI LL
FILTER FABRIC
•
RICK AND MORTAR
OVERLAP 1 MIN.
• _• ; f'
(2 LAYERS MIN.
DRAINAGE
STRUCTURE
SCHEDULE
4 LAYERS MAX.)
z
PIPE
INVERT ELEVATION BOTTOM SLAB
REMARKS
N0.
DIMENSION
ELEVATION
N
S
E
N
PRB
S -1
tV
�
5.00
GROUT TO
SEAL OPENING
1.50
(�
\
TYPE C PER US PRECAST 3 -9.4 WITH FRAME AND GRATE PER MDCPWD SD 2.3
S -2
CB (4.0' DIA.)
11.70
5.00
5.00
1.50
FABRIC
12
S -3
CB (4.0' DIA.)
1:1 OR STEEPER
5.00
T_
LO T_
HDPE! LL;
t PROP. 4.0' DIA CATCH
BASIN TYPE C PER US
PRECAST 3 -9.4 OR
APPROVED EQUAL
LONGITUDINAL SECTION
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.
SELECT FILL
5" DIA.
ROCK
is PROP. GRATE EL
FILTER FABRIC
OVERLAP 1 MIN.
& INV. ELEV.
FILTER FABRIC
ja PROP. BOTTOM OF TRENCH EL
TRANSVERSE SECTION
NOTE
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
BALLAST ROCK WILL BE ADDED TO RESTORE THE PROPER ELEVATION SO THAT
THE EXFILTRAT ON TRENCH IS COMPLETED IN ACCORDANCE WITH THE DETAILS.
TYPICAL CATCH BASIN AND EXFILTRATION TRENCH DETAIL.
SCALE: N.T.S.
PRECAST CONC. WHEEL 7 -3/4" 1' -8"
STOP, 6' -0" LONG 3"
1 - #4 ROD CONT. I
ASPHALT PAVEMENT II EDGE OF
• II PAVMT.
2-1/4-- 11 m
i
UMEROCK BASE
STABILIZED SUBGRADE
8"
-2 - #4 RODS THRU WHEEL
STOP & PV'MT. MINIMUM
18" LONG
PRECAST CONCRETE WHEEL STOP
N.T.S.
LINE FOR BACK NE FOR FACE
OF CURB 2' OF CURB
AVEMENT GRADE
SHOWN ON PLAN
(PAVEMENT
2- #4 BAR!
CONTINUOUS
6" VERTICAL CURB
N.T.S.
SOLID TOP OF
GAUGE ALUM. A
WELDED TO CL(
r611:C'E:
FRONT VIEW
wz
o-
a
a
0
ARCHITECT:
ba
_ _ - _ _ BERMELLO AJAMIL & PARTNERS, INC.
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700
PLANNING ARCHITECT:
kit, FA
■ EN
WILMOT SANZ
A R C Hl 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:
URAMON R. DONNELL P.E�.0011690
❑PEDRO J. DUQUESNE P.E. 00 2764
C' 1 /S��t, hm
CAIDA M. ALBAISA P; E. 004530
493 S W. 74th CT. MIAMI, F�ORIDA 33195
(3054 666 -0711 AX 666 -5259
STATE OF FLORIDA - AUTHORIZATION No. 1308
6
MEP ENGINEER:
2121 Ponce de Leon Blvd., Suite 350
Coral Gables, FL 33134
Professional Consulting Engineers phone: 305.569.1692
fax: 305.569.1693
Dallas . Houston . Nashville . Miami . Richmond
Austin . Denver . Phoenix • Washington D.C.
ccrd project number: 405112.038
IT CONSULTANT:
VGENE BURTON & ASSOCIATES
General George Patton Drive 5840 West 1-20, Suite 150
, Tconaecc 37067 Arlitlgtoq Tcua 76017
: 615 376.3100 Phone: 817.563.2486
615.376.3114 Fax: 817.563.2753
re: w .gbaincxom
Medical Equipment and Communications Planners
IRRIGATION CONSULTANT: Kenneth DiOonoto, Inc.
2212 Hollywood Blvd.
Hollywood. FL 33020
954- 923 -2555
SIGNAGE CONSULTANT: tgadesign
4649 Ponce de Leon Blvd.
Coral Gables. FL 33146
305- 669 -2550
ACOUSTICS CONSULTANT: Kinsella -Marsh Group, Inc.
4045 Sheridan Ave.
Miami Beach. FL 33140
214 - 819 -14W
ka
ALUM. CUP ANGLE JACK YOUNG, P.E.
3 "X3 "X1/4 ", 3" LONG FLORIDA LICENSE 945646
TYPE 4 /REQ. °WELD 100% CONSTRUCTION
TO CORR. ALUM. DOCUMENTS
NEOPRENE GASKET
REQ D. ALONG ALL
CONTACT EDGES QREVISIONS:
1 10 -07 -2010 FOUNDATION DEMOLITION
7T OF PIPE "*-1/2 OF 21" DIA.
ROUND C.A.P. BY
SOUTHERN CULVERT
OR APPROVED EQUAL
OM OF BAFFLE -4 [--CATCH BASIN WALL
TOP VIEW
POLLUTION RETARDANT BAFFLE DETAIL
N.T.S.
PAVEMENT DETAIL
N.T.S.
10 2" THICK ASPHALTIC CONCRETE TYPE S -1.
n 8"
LIMEROCK BASE MIN. LBR 100
MPACTED TO 98% MAX. DENSITY
PER AASHTO T -180.
TO12" COMPACTED SUBGRADE MIN. LBR
COMPACTED TO 95% MAX. DENSITY
PER AASHTO T -180.
, Y Of ',O
C` G C
13VIt.D1IAC' S���IIt;"1tr1
�pRO�D 8y.
Al
NEW SHEET
PROJECT NAME:
SMH- CLINICAL EXPANSION
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
South Miami, Florida 33143
KEY PLAN
B _ ; C F
-------- - - - - -- --
l
-- - --
NEW CONST. J G
RENOVATED � "�
COMM. NO. 40051.100
SCALE:
DATE: 10 -22 -2010
DRAWN: JEH
CHECKED: JY
CADD FILE: H:INSTITUTIONAL
DRAWING TITLE:
PAVING, GRADING &
DRAINAGE DETAILS
SHEET NO.
C -4
DRAINAGE
STRUCTURE
SCHEDULE
PE & INSIDE GRATE /RIM
PIPE
INVERT ELEVATION BOTTOM SLAB
REMARKS
N0.
DIMENSION
ELEVATION
N
S
E
W TOP ELEV.
PRB
S -1
CB (4.0' DIA.)
12.30
5.00
6.85
1
1.50
S
TYPE C PER US PRECAST 3 -9.4 WITH FRAME AND GRATE PER MDCPWD SD 2.3
S -2
CB (4.0' DIA.)
11.70
5.00
5.00
1.50
11
TYPE C PER US PRECAST 3 -9.4 WITH FRAME AND GRATE PER MDCPWD SD 2.3
S -3
CB (4.0' DIA.)
11.60
5.00
6.85
1.50
N
TYPE C PER US PRECAST 3 -9.4 WITH FRAME AND GRATE PER MDCPWD SD 2.3
S -4
CB (4.0' DIA.)
12.00
5.00
1
1.50
E
TYPE C PER US PRECAST 3 -9.4 WITH FRAME AND GRATE PER MDCPWUD SD 2.3
S -5
CB (4.0' DIA.)
12.00
6.85
1 5.00
1.50
W
TYPE C PER US PRECAST 3 -9.4 WITH FRAME AND GRATE PER MDCPWD SD 2.3
CS - CATCH BASIN
SOLID TOP OF
GAUGE ALUM. A
WELDED TO CL(
r611:C'E:
FRONT VIEW
wz
o-
a
a
0
ARCHITECT:
ba
_ _ - _ _ BERMELLO AJAMIL & PARTNERS, INC.
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700
PLANNING ARCHITECT:
kit, FA
■ EN
WILMOT SANZ
A R C Hl 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:
URAMON R. DONNELL P.E�.0011690
❑PEDRO J. DUQUESNE P.E. 00 2764
C' 1 /S��t, hm
CAIDA M. ALBAISA P; E. 004530
493 S W. 74th CT. MIAMI, F�ORIDA 33195
(3054 666 -0711 AX 666 -5259
STATE OF FLORIDA - AUTHORIZATION No. 1308
6
MEP ENGINEER:
2121 Ponce de Leon Blvd., Suite 350
Coral Gables, FL 33134
Professional Consulting Engineers phone: 305.569.1692
fax: 305.569.1693
Dallas . Houston . Nashville . Miami . Richmond
Austin . Denver . Phoenix • Washington D.C.
ccrd project number: 405112.038
IT CONSULTANT:
VGENE BURTON & ASSOCIATES
General George Patton Drive 5840 West 1-20, Suite 150
, Tconaecc 37067 Arlitlgtoq Tcua 76017
: 615 376.3100 Phone: 817.563.2486
615.376.3114 Fax: 817.563.2753
re: w .gbaincxom
Medical Equipment and Communications Planners
IRRIGATION CONSULTANT: Kenneth DiOonoto, Inc.
2212 Hollywood Blvd.
Hollywood. FL 33020
954- 923 -2555
SIGNAGE CONSULTANT: tgadesign
4649 Ponce de Leon Blvd.
Coral Gables. FL 33146
305- 669 -2550
ACOUSTICS CONSULTANT: Kinsella -Marsh Group, Inc.
4045 Sheridan Ave.
Miami Beach. FL 33140
214 - 819 -14W
ka
ALUM. CUP ANGLE JACK YOUNG, P.E.
3 "X3 "X1/4 ", 3" LONG FLORIDA LICENSE 945646
TYPE 4 /REQ. °WELD 100% CONSTRUCTION
TO CORR. ALUM. DOCUMENTS
NEOPRENE GASKET
REQ D. ALONG ALL
CONTACT EDGES QREVISIONS:
1 10 -07 -2010 FOUNDATION DEMOLITION
7T OF PIPE "*-1/2 OF 21" DIA.
ROUND C.A.P. BY
SOUTHERN CULVERT
OR APPROVED EQUAL
OM OF BAFFLE -4 [--CATCH BASIN WALL
TOP VIEW
POLLUTION RETARDANT BAFFLE DETAIL
N.T.S.
PAVEMENT DETAIL
N.T.S.
10 2" THICK ASPHALTIC CONCRETE TYPE S -1.
n 8"
LIMEROCK BASE MIN. LBR 100
MPACTED TO 98% MAX. DENSITY
PER AASHTO T -180.
TO12" COMPACTED SUBGRADE MIN. LBR
COMPACTED TO 95% MAX. DENSITY
PER AASHTO T -180.
, Y Of ',O
C` G C
13VIt.D1IAC' S���IIt;"1tr1
�pRO�D 8y.
Al
NEW SHEET
PROJECT NAME:
SMH- CLINICAL EXPANSION
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
South Miami, Florida 33143
KEY PLAN
B _ ; C F
-------- - - - - -- --
l
-- - --
NEW CONST. J G
RENOVATED � "�
COMM. NO. 40051.100
SCALE:
DATE: 10 -22 -2010
DRAWN: JEH
CHECKED: JY
CADD FILE: H:INSTITUTIONAL
DRAWING TITLE:
PAVING, GRADING &
DRAINAGE DETAILS
SHEET NO.
C -4