08-40-026USF -- ,,.,,.„ ,,,,rte
INLET
INV. EL. J25 —F
I.- CONCRETE STRENGTH SHALL SE 4000 PSL
SECTION
CB u1 - JUNCTION BOX
WELD PLATE TO
END OF NAME
3" x 5"
ALUM. ANGLE
1 Ci
` O
R
Y
NAME SHALL BE ONE PIPE
SIZE LARGER THAN SERVICE
BOLT TO CONC. WALL SPOT WELD ANGLE PIPE
W/ 1/2" DIA. BOLT TO FAME PLA TF
NEOPRENE GASKET AT
ALL CONTACT EDGES
NOTE? BAFFLE TO BE ALUMINUM
TYP. BAFFLE DETAIL
USF TYPE A STORM SEWER
M.H. FRAME AND COVER
6
ER
15 LSD 6" E, W
14012"V
14 96"H
INV. EL. - REFER TO
DES/GN DRAWINGS
E. W
1
N
NO7ES.• 14 • 6" Elf
1.- CONCRETE STRENGTH SHALL SE 4000 PSI,
2,- THIS DETAIL ONLY APPLIES TO THOSE DRAINAGE STRUCTURES
WHICH ARE NOT INLETS.
J.- SMH 1 - 4210, SHY 2 - 3670
TYPICAL STORM MANHOLE
,STD. C. B.
(SEE SD2.2)
OPEN JOINT=
PLASTIC FILTER
FABRIC I
PLASTIC FILTER FABRIC
EA ROCK REFER TO PLAN FOR PIPE SIZE. Z Z
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N eco
SEE NOTE 4
- SEE NOTE 4
"T MIN, PERFERAT/ONS. TYP.
PLASTIC FILTER FABRIC
PEA ROCK
LOCATION
RESIDENTIAL AREAS
P. C. AND P. T, OF CURVES.
„A „
JUNC77ON OF EXISTING AND
NEW S/
NEW SIDEWALKS.
,.B,.
5'-0" CENTER TO CENTER
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ON SIDEWALKS,
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CONCRETE CURBS, DRI VEWA YS
AND SIMILAR STRUCTURES
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to
V
REFER TO DETAILS SEE PLAN
THIS SHEET
BOTTOM ELEV. TRANSVERSE SECTION
(SEE NOTE 2)
PLASTIC F/L TER FABRIC
Z
LONGITUDINAL SECTION SELECT FIL�
10
NOTES: `D
�-�
1.- PLASTIC FILTER FABRIC (AT EA. SIDE) SHALL BE USED /N SANDY AREAS AS NOTED PEA ROCK 1: 1 OR STEEPER
ON PUNS AND/OR AS DIRECTED BY THE ENGINEER. BOTTOM ELEV.
(SEE NOTE 2) _,� -� :PLASTIC FILTER
2.- THE BOTTOM OF THE EXFIL7T?AT70N TRENCH SHALL BE AT LEAST 15 FEET BELOW FABRIC
LOWEST C.B. ELEV. UNLESS FIELD CONDITIONS WARRANT OTHERWISE �I SEE PLAN
J.- THE TOP OF BALLAST ROCK SHALL BE PLACED TO ELEVATION OF 1 FEET BELOW FINAL
GRADE IT SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER TO ALLOW FOR IN/TIAL
SETTLEMENT THAT MAY OCCUR. IF IT DOES TAKE PLACE, ADDITIONAL BALLAST ROCK ALT TRANS. SECTION
SHALL BE ADDED TO RESTORE THE BALLAST ROCK TO THE PROPER ELEVATION SO
THAT THE EXF/LTRA7ION TRENCH CAN BE COMPLETED IN ACCORDANCE W1774 THE DETAILS MAY BE USED IN AREAS WHERE TRENCH
WALLS WILL NOT STAND VTR77CAL, OR WHERE
4.- INVERT ELEVATION T- REFER TO CATCH BASIN DETAIL/PLAN. CAVE IN BELOW THE WATER TABLE IS LIKELY
TO OCCUR. TO BE USED AT THE ENGINEER'S
5.- EXFILTRAT70N TRENCHES SHALL BE THREE h FIVE FOOT WIDE REFER TO PLAN DISCRETION.
EXFILTRATION TRENCH DETAILS
TABLE OF SIDEWALK JOINTS
TYPE
LOCATION
RESIDENTIAL AREAS
P. C. AND P. T, OF CURVES.
„A „
JUNC77ON OF EXISTING AND
NEW S/
NEW SIDEWALKS.
,.B,.
5'-0" CENTER TO CENTER
rWWY
ON SIDEWALKS,
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* WHERE SIDEWALK ABUTS
„C
CONCRETE CURBS, DRI VEWA YS
AND SIMILAR STRUCTURES
* AT INE DISCRE77ON
OF THE ENGINEER
I� TYPE "A" JOINT
Jxf " R
TYPE 'A'
(ISOLATION JOINTS)
TABLE OF SIDEWALK
THICKNESS "T"
LOCATION
'7"
RESIDENTIAL AREAS
4"
AT DRIVEWAYS AND OTHER AREAS
6"
CURS
IRA NSI 77ON
M" PREMOLDED
EXP. JT, DETAIL
TYPE IV TYPE T r
(CONTROL JOINTS) (ISOLAI TION JOINTS)
SIDEWALK JOINTS
P. T,
5'-0" Q
(TYP.)
TYPE "B" JOINT L _ _ _ J
P. C.
� TYPE "A" JOINT
PLAN
NO TE: CONCRETE SHALL BE COLOR 77N TED AS REOU/RED BY CITY OF SOUTH MIAMI, CONTRACTOR TO COORDINATE WITH Cl TY
SIDEWALK DETAILS
R/W LINE
h 3
DRIVEWAY 6" THICK
20 MIN, - 40 MAX,
WARP SLOPES
TYPE C' JT, m o
h
CURS k GUTTER
PLAN
5' - - VARIES
5' OR LESS
TYPE 'C' JT
STAS/L/ZED SUSGRADE
MIN. LSM=40.
SEC TION
TRANS1770N
2' All VEWA
CURS
SEE NOTE
•SELECT.
FILL .
MAIN OR LPTERAL
SANITARY SEWER
7SEENOTE 4.
TE 1.
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NEW S/
WALK
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S/D WALK
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DRIVEWAY 6" THICK
20 MIN, - 40 MAX,
WARP SLOPES
TYPE C' JT, m o
h
CURS k GUTTER
PLAN
5' - - VARIES
5' OR LESS
TYPE 'C' JT
STAS/L/ZED SUSGRADE
MIN. LSM=40.
SEC TION
TRANS1770N
2' All VEWA
CURS
SEE NOTE
•SELECT.
FILL .
MAIN OR LPTERAL
SANITARY SEWER
7SEENOTE 4.
TE 1.
R.w•
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VETT IF/ED CLAY OR
P VC PIPE
SEE NOTE J.
J SEE PLAN
~`l
NOTES
1. - SANITARY SEWER MAIN OR LA TERAL SHALL BE A CONTINUOUS LENGTH
OF DIP TO EXTEND 2 FT. MIN., EITHER SIDE OF DRAINAGE TRENCH WITH
NO FITTINGS OR JOINTS WITHIN THE DRAINAGE TRENCH. P VC PIPE MAY
REMAIN IF AN APPROPR/A7E LENGTH OF DIP IS USED AS A CASING.
SEAL ENDS WITH GROUT
2.- APPROVED GASKET.
3,- DOUSLE HUM (Al. TO V,C,)
ADJUST STAINLESS STEEL REPAIR COUPLING OR P VC DOUSLE SELL
77?ANSI77ON COUPLING.
4.- SLOPE AS REQUIRED.
SEWER MAIN OR LATERAL
THRU DRAINAGE TRENCH
EDGE OF DETECTASL
WARNING"
SEE PLAN I S 2 2.85
I
N
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J/4 /Fr. SLOPE
'TRUNCATED DOME
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O O SEE DETAIL Q R" 0.2o
I� E
SECTION 'A -- A" N O O O
T
O O O O TRUNCATED DOME
PLAN VIEW
ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES THAT EXTEND THE FULL
WIDTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24 INCHES FROM THE SACK OF CURB.
TACTILE WARNING SURFACE DETAIL
�- R/W LINE
I r1mvil IIVI v I RFlIYJI IIVIY
PLAN
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5' SIDEWALK VARIES
TYPE 'S' JT. MORE 7HAN 5'
2� MAX.
TYPE 'C' JT,
IN
�n?E' Jr -4I
STABILIZED SUSGRADE
MIN. LSA=40.
» !)
W � I
SEC TION
I* PREMOLDED
TYPE "B" EXP JT. DETAIL TYPE "C'
(CONTROL JOINTS) (ISOLA77ON JOINTS')
CONCRETE DRIVEWAY
2' DMIVEWA
CURS
WR I c
NR
6" CURB AND GUT] -ER
(TYPE "F")
4! "R N R
' R R
* " tQ
y
24"
VALLEY GUTTER
`„ 2„
M'R
`Q PAVEMENT
L2,1 ,
B"
TYPE "D" MEDIAN CURB
TYPICAL -_CURB, AND CURB AND GUTTER SECTIONS
ARCHITECTURE INTERIOR DESIGN PLANNING
SEAL:
I
MONEY J. MATEU
AM 0008220
JMM CONSULTING ENGINEERS, LLC
M.E.P.
12651 S DIXIE HIGHWAY, SUITE 209
MIAMI, FLORIDA 33156
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
4869 SW 75TH AVENUE
MIAMI, FLORIDA 33155
PISTORINO & ALAM CONSULTING ENG. INC.
CIVIL ENGINEERING
7171 SW 62ND AVENUE, 4TH FLOOR
MIAMI, FLORIDA 33143
OXFORD UNIVERSAL
4311 ?ONCE DE LEON BLVD,
CORAL GABLES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATEU ARCHITECTURE INC.
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC, UNLESS OTHERWISE PROVIDED
FOR BY CONTRACT. THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
BE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED NY THE ARCHITECT/ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT NO:
MA0605
DRAWN BY:
CHECKED BY:
ISSUE DATE:
REVISIONS
SHEET TITLE
SITE AND
DRAINAGE
DETAILS
SHEET: OF: