10-1035-008GRATE EL REF
TO THIS POINT
ASPHALT -%,
N- SELECT FILL
POLLUTION RETARDANT
_ BAFFLE.
ZSELECT
FILL I _ _
INV. EL 5.00 ( l
FOR PERFORATED HDPE, PIPE JOINTS
ARE TO BE BANDED, WITH COUPLERS
FILTER FABRIC
ON ALL SIDES,
TOP AND BOTTOM
OF TRENCH
C.B. FRAME AND GRATE
PER MDCPWD SD 2.3 OR
APPROVE EQUAL
l -BRICK AND MORTAR
42 LAYERS
LAYER MAX.)
ROUT TO
SEAL OPENING
SELECT FILL FILTER FABRIC
OVERLAP 1' MIN.
z
2
N
ta
Pi
6L.
ELECT FILL
\-OPEN JOINT / .
- 1:1 OR STEEPER 15" DIA.
f ; •
r
j 15" D LENGTH OF FRENCH DRAIN AS SHOWN ON PLANS " pl 3 -0
HOPE HDPE ALT. TRANS. SECTION*
. `,. q,. � � -.. •mss • � • • .� � � •> ,• s. - • .
ROCK
_-BALLAST. � ROCK _�__� ] *MAY BE USED IN AREAS WHERE TRENCH WALLS WILL NOT STAND BAL�T
7 7 VERTICAL, OR WHERE CAVE -IN BELOW THE WATER TABLE IS LIKELY ROCK
SELECT FILL TO OCCUR. TO BE USED AT THE ENGINEER'S DISCRETION.
Tr
4 PROP. 4.0' DIA CATCH
a`- BASIN TYPE C PER US
PLASTIC FILTE \ PRECAST 3 -9.4 OR
is PROP. GRATE EL
FILTER FABRIC
OVERLAP 1 MIN.
& INV. ELEV.
` FILTER FABRIC
PROP. BOTTOM OF TRENCH EL
FABRIC APPROVED EQUAL
` 3 -0"
LONGITUDINAL SECTION 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 INfTIAL
SETTLEMENT THAT MAY OCCUR. IF SETTLEMENT DOES TAKE PLACE, ADDITIONAL
BALLAST ROCK WILL BE ADDED TO RESTORE THE PROPER ELEVATION SO THAT
THE EXFILTRATION TRENCH IS COMPLETED IN ACCORDANCE WITH THE DETAILS.
TYPICAL CATCH BASIN AND EXFILTRATION TRENCH DETAIL
PRECAST CONC. WHEEL 7 -3/4" V -6"
STOP, 6' -0" LONG 3"
1 - #4 ROD CONT. I
ASPHALT PAVEMENT II EDGE OF
II PAVMT.
2-1/4"
LIMEROCK BASE
STABILIZED SUBGRADE
6'
-2 - #4 RODS THRU WHEEL
STOP & PV'MT. MINIMUM
18" LONG
PRECAST CONCRETE WHEEL STOP
N.T.S.
SCALE: N.T.S.
"
LINE FOR BACK NE FOR FACE
OF CURB 2 "R OF CURB
AVEMENT GRADE
SHOWN ON PLAN
-PAVEMENT
Z = EEEEEEEEEEEEEE
2- #4 BARS STABILIZED SUBGRADE
CONTINUOUS
DRAINAGE STRUCTURE SCHEDULE
6" VERTICAL CURB
N.T.S.
E N0.
S -1
PE & INSIDE
DIMENSION
CB (4.0' DIA.)
GRATE /RIM
ELEVATION
12.30
PIPE INVERT ELEVATION
BOTTOM SLAB
TOP ELEV.
1.50
PRB
S
REMARKS
TYPE C PER US PRECAST 3 -9.4 WITH FRAME AND GRATE PER MDCPWD SD 2.3
N
S
5.00
E
6.85
W
S -2
CB (4.0' DIA.)
11.70
5.00
5.00
00¢
y S
��g A
1.50
N,S
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
1.50
E
TYPE C PER US PRECAST 3 -9.4 WITH FRAME AND GRATE PER MDCPWD SD 2.3
S -5
CB (4.0' DIA.)
12.00
6.85
5.00
1.50
W
TYPE C PER US PRECAST 3 -9.4 WITH FRAME AND GRATE PER MDCPWD SD 2.3
CB - CATCH BASIN
SOUD TOP OF SAME"
GAUGE ALUM. AS PI
WELDED TO CLOSE
OPEN BOTT(,m
FRONT VIEW
U. z
02
(L
0
a
3T OF PIPE
OM OF BAFFLE
ALUM. CUP ANGLE
3 "X3 "X1 4 ", 3 LONG
WITH 3/47 SLOT
TYPE 4 REQ. WELD
TO CORR. ALUM.
NEOPRENE GASKET
REQ D. ALONG ALL
CONTACT EDGES
1/2 OF 21" DIA.
ROUND C.A.P. BY
SOUTHERN CULVERT
OR APPROVED EQUAL
[ -CATCH BASIN WALL
TOP VIEW
POLLUTION RETARDANT BAFFLE DETAIL
N.T.S.
PAVEMENT DETAIL.
N.T.S.
1� 2" THICK ASPHALTIC CONCRETE TYPE S -1.
Q2 8" LIMEROCK BASE MIN. LBR 100
COMPACTED TO 98% MAX. DENSITY
PER AASHTO T -180.
03 12" COMPACTED SUBGRADE MIN. LBR
40 COMPACTED TO 95% MAX. DENSITY
PER AASHTO T -180 .
- „nRCHI a ECT: r'
ba,"_
3ERME"" AJAMIL-& PAR-TNERS, INC.
Architecture Engineering Planning
rin eri6r 06r ign'La1J3cape A,chitecture
2601 South Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700
PLANNING ARCHITECT:
f
2 rd
■
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, Ma and 20879
301 - 590 -2900 (Fax) 301 - 590 -8150
STRUCTURAL
ENGINEER:
- 2 &L���INEF
tR; f N1 NE d
LRAMON R. DONNELL P E 0011690
UPEORO J. DUQUESNE P E 0022764
.t DAIDA M. ALBAISA P.E. 0045130
49 686- 31 SW. 3711 4th CT. MIAM4AX�AB -5�5➢
305 6
t: A OF FLORDA - AUTHOWATION No. 13060
G6"3 -9
MEP ENGINEER:
2121 Ponce de Leon Blvd., Suite 350
Coral Gables. FL 33134
RolemnalComIngBlgreen phone: 305.569.1692
fax: 305.569.1693
Dallas . Houston . Nashville . Miami . Richmond
Austin . Denver . Phoenoc . Washington D.C.
ccrd project number: 405112.038
EB00007658
IT CONSULTANT:
VGENE BURTON & ASSOCIATES
General George Patton hive 5840 West I -20. suite 150
7067 Arlington, Texas 76017
: 6153/63100 Ph- 8173632486
615.376.3114 Fax: 817.5632753
re: www.gbei,x.wm
Medical Egwpmmt and Communications Planners
REVISIONS:
PROJECT NAME:
SOUTH MIAMI HOSPITAL ADDITION
PROJECT ADDRESS:
6200 S.W. 73rd Street
South Miami, Florida 33143
KEY PLAN
COMM. NO. 40051
SCALE:
DATE: 10-07 -2010
DRAWN: JH
CHECKED: Jr
CADD FILE: MINSTITU TONAL
DRAWING TITLE:
PAVING, GRADING &
DRAINAGE DETAILS
SHEET NO.
C -4
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FLORIDA LICENSE #45646
REVISIONS:
PROJECT NAME:
SOUTH MIAMI HOSPITAL ADDITION
PROJECT ADDRESS:
6200 S.W. 73rd Street
South Miami, Florida 33143
KEY PLAN
COMM. NO. 40051
SCALE:
DATE: 10-07 -2010
DRAWN: JH
CHECKED: Jr
CADD FILE: MINSTITU TONAL
DRAWING TITLE:
PAVING, GRADING &
DRAINAGE DETAILS
SHEET NO.
C -4