08-40-025USF
INLET
INV. EL. J25
1.- CONCRETE STRENGTH SHALL QE 4000 PSI.
SECTION
CB al - JUNCTION BOX
WELD PLATE TO
END OF BAFFLE
ALUM. ANGLE
ti
0
R
• b
#APPLE SHALL BE ONE PIPE
SIZE LARGER THAN SERVICE
FOL T TO CONC. WALL SPOT WELD ANGLE PIPE
W/ 1/2" DIA. BOLT TO #APPLE PLATE
NEOPRENE GASKET AT
ALL CONTACT EDGES
NOTE.- #APPLE TO BE ALUMINUM
TYP. BAFFLE DETAIL
USF TYPE A STORM SEWER
M.H. FRAME AND COVER
EWER
ER
15 0 6" EW
14012"V
14 S 6" H
INV. EL. - REFER TO
DESIGN DRAWINGS
EW
M
NOTES.• 14 0 6" E. W
1.- CONCRETE S7RENGTH SHALL BE 4000 PSI.
2- THIS DETAIL ONLY APPLIES TO THOSE DRAINAGE STRUCTURES
WHICH ARE NOT INLETS
- SMH 1 - 42 "I, SHY 2 - Ji"O
TYPICAL STORM MANHOLE
STD. C, B.
(SEE S02.2)
z SELECT FIL+
SEE NOTE i
J !
J �
^^
vwr/
MAX. BALLAST 12"
ROCK
(SEE NOTE J
OPEN JOINT
PLASTIC FILTER
PLASTIC FILTER FABRIC
PEA ROCK REFER TO PLAN FOR PIPE SIZE.
Z Z
N to
GROUT I I
— SEE NOTE 4 SEE NOTE 4
4 FT. MIN. PERFERA TIONS, TYP.
PLASTIC FILTER FABRIC
PEA ROCK
0
10
� W �
0 LJA
m w W
hm
V
�I Q
REFER TO DETAILS SEE PLAN
THIS SHEET
-BOTTOM ELEV. TRANSVERSE SECTION
FABRICLENGTH OF TRENCH DRAIN (SEE NOTE 2)
PLASTIC FILTER FABRIC
Z
LONGITUDINAL SECTION SELECT FILL
NOTES: N �O
PEA ROCK 7: i OR STEEPER
1.- PLASTIC FILTER FABRIC (AT EA, SIDE) SHALL BE USED IN SANDY AREAS AS NOTED
ON PLANS AND/OR AS DIRECTED BY THE ENGINEER. BOTTOM ELEV.
(SEE NO TE 2) may" PLAS77C FILTER
--
2.THE BOTTOM OF THE EXFILTRA77ON TRENCH SHALL BE AT LEAST 15 FEET BELOW FABRIC
LOWEST C.B. ELEV. UNLESS FIELD COND177ONS WARRANT OTHERWISE. �..� 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 INITIAL
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 ELEVA77ON SO
THAT THE EXFILTRA77ON TRENCH CAN BE COMPLETED IN ACCORDANCE WITH THE DETAILS MAY BE USED IN AREAS WHERE TRENCH
WALLS WILL NOT STAND VERTICAL, OR WHERE
4.-- INVERT ELEVATION - REFER TO CATCH BASIN DETAIL/PLAN. CAVE IN BELOW THE WATER TABLE IS LIKELY
TO OCCUR. TO BE USED AT THE ENGINEER'S
5.- EXFIL TRA T70N TRENCHES SHALL BE THREE Jc FIVE FOOT WIDE, REFER TO PLAN DISCRETION.
EXFILTRATION TRENCH DETAILS
TABLE OF SIDEWALK JOINTS
TYPE
LOCATION
P. C. AND P. T• OF CURVES.
»�
JUNC77ON OF EXISTING AND
NEW SIDEWALKS
»B»
5'-0" CENTER TO CENTER
ON SIDEWALKS.
* WHERE SIDEWALK ABUTS
„C»
CONCRETE CURBS, DRI VEWA YS
AND SIMILAR STRUCTURES
* AT THE DISCRETON
OF THE ENGINEER
FABLE OF SIDEWALK
THICKNESS "T"
LOCATION 7"
RESIDENTIAL AREAS 4-
A r
"AT DRIVEWAYS AND OTHER AREAS 6"
P. T.
h"R
1:3
TYPE vA
(ISOLAI77ON JOINTS)
Lr" PREMOLDED
EXP. Jr DETAIL
TYPE 'B' T YPE 'C'
(CONTROL JOINTS) (ISOLATION JOINTS)
SIDEWALK JOINTS
NEWSI WALK I EX/ 77NG
TYPE 'B" JOINT L SID WALK
P. C.
< \L-- TYPE "A" JOINT
PLAN
NO 7E- CONCRE7E SHALL BE COLOR TINTED AS REQUIRED BY CITY OF SOUTH MIAMI. CONTRACTOR TO COORDINATE W17H CITY.
SIDEWALK DETAILS
�-- RAW UNE
IIIA/YJI IlUIY lITAN-)l11UlY
PLAN
VARIES
OR LESS
TYPE 'C' JT.
STABILIZED SU#GRADE
MIN. LAR=40.
SECTION
SEE PLAN
1/4 /I r. sLvra
SECTION 'A — A "
R/W LINE
11TAN3111U1Y IRAIVJll1UN
2' aRivEwAY PLAN
CUR#
2
a
5' S."DEWALK VARIES
TYPE t'JT MORE THAN 5'
2r MAX.----
17?E C' jr
TYPE C' JT.
STABILIZED SU#GRADE
W do
MIN, LBR=40.
I
SECTION
I' PREMOLDEDO
::3
TYPE "B" EXP. JT DETAIL TYPE "C"
(CONTROL JOINTS) (ISOLATION JOINTS)
CONCRETE DRIVEWAY
2' DR/VI=
CUR#
EDGE OF
WARNING
SELECT
FKL. .
DRAINAGE TRENCH
SANITARY SEWER MAIN OR LATERAL
.rte
SEE NOTE 4.
SEE NOTE 92.. n I SEE NOTE 1.
VETRIRED CLAY OR
V. C. PIPE
SEE NOTE J
SEE PLAN
_NOTES:
1.-- SANITARY SEWER MAIN OR LATERAL SHALL Of A CON77NUOUS LENGTH
OF DIP TO EXTEND 2 FT. MIN., EITHER SIDE OF DRAINAGE TRENCH WITH
NO RT77NGS OR JOINTS WITHIN THE DRAINAGE TRENCH. A.VC PIPE MAY
REMAIN IF AN APPROPRIATE' LENGTH OF DIP IS USED AS A CASING,
SEAL ENDS WITH GROUT.
2.- APPROVED GASKET.
3. - DOU#LE HU# (Dl TO V.C.)
ADJUST STAINLESS STEEL REPAIR COUPLING OR P. VC DOU#LE #ELL
TRANSIRON COUPLING.
4.- SLOPE AS REQUIRED,
SEWER MAIN OR LATERAL
THRU DRAINAGE TRENCH
1TUNCATED DOME
D O C�/ SEE DETAIL O g"
�� 0.2"
��O° T
D O O TRUNCATED DOME
PLAN V4EW
ALL SIDEWALK CURS RAMPS SHALL HAVE DETECTABLE WARNING SURFACES THAT EXTEND THE FULL
WIDTH OF 7HE RAMP AND IN THE DIREC71ON OF TRAVEL 24 INCHES FROM THE &A CK OF CURB
TACTILE WARNING SURFACE DETAIL
h R
3R
4!'I!
R
2 "R
24"
6" CURB AND GUT7-ER
(TYPE "F")
N'R 4, R
' Rey
. '.
24"
VALLEY GUTTER
6" 2"
ixi "R
R, PAVEMENT
. .
d"
TYPE "D" MEDIAN CURB
TYPICAL CURB, AND CURB AND MUTTER SECTIONS
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
INISTOMINO & ALAM CONSULTING ENG. INC.
CIVIL ENGINEERING
7171 SW 62ND AVENUE,a4T Ebdk � :1 a
MIAMI, FLORIDA 33114V':•",�'�
I 1;'
FL. MEG. No.: Ee-004397.;•
II , � r 1,.
MANUEL D. GARCIA ' '•
FL, F.E. No.: 47639 `
OXFORD UNIVERSAL
4311 PONCE 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
IE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED NY THE ARCHITECT/ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT NO:
MA0605
DRAWN BY:
ISSUE DATE:
REVISIONS
SHEET TITLE
SITE AND
DRAINAGE
DETAILS
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SHEET: OF:
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ARCHITECTURE INTERIOR DESIGN PLANNING
SEAL:
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
INISTOMINO & ALAM CONSULTING ENG. INC.
CIVIL ENGINEERING
7171 SW 62ND AVENUE,a4T Ebdk � :1 a
MIAMI, FLORIDA 33114V':•",�'�
I 1;'
FL. MEG. No.: Ee-004397.;•
II , � r 1,.
MANUEL D. GARCIA ' '•
FL, F.E. No.: 47639 `
OXFORD UNIVERSAL
4311 PONCE 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
IE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED NY THE ARCHITECT/ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT NO:
MA0605
DRAWN BY:
ISSUE DATE:
REVISIONS
SHEET TITLE
SITE AND
DRAINAGE
DETAILS
z
SHEET: OF: