00-0445-007 1'=r ytl j'9aE
{ Ike
Y t 1
shwa s a i 1 a sl.a
TYPE "A" JOINT SEE PLANS
` P.T. 1/4"PER FT. SLOPE
i
EQUAL TO SIDEWALK WIDTH � a ,. ...
/ R/W LINE
EXISTING SIDEWALK REINFORCED WITH
— 6"X6" NUMBER 10/10
F T WELDED WIRE
TYPE B '
JOINT 1. — SECTION
P.C.
NEW SIDEWALK TYPE "A" JOINT
TABLE OF SIDEWALK JOINTS f
1/2' R 6,. SIDEWALK PLAN -TYPE LOCATION CONSULTING ENGINEERING & $CIENC I` C.
2 R 1l `; s i 10
6" 8925 S.W. 148th §TREET:;. �� , ,� r ,
,� „A„ P.C. AND P.T. OF CURVES. MIAMI, FLORIDA 31 78,., ���1�•j .
2 R :'°:'' PAVEMENT JUNCTION OF EXISTING AND �(Y,�255:, '
SLOPE TO MATCH :t NEW SIDEWALKS.
6 DRIVEWAY SLOPE
3"R �',,''' ` 1/2" PREMOULDED •, 6'-0" CENTER TO CENTER
1/2"R _ -
�1./2 R i� EXPANSION JOINT B = •�.
a •. �. ON SIDEWALKS •.�
;- MATERIAL 1 ��
/400 R
:•! io d' 4 . , _ WHERE SIDEWALK ABUTS
• .. e I I : • t.' 1 1/2 CONCRETE CURBS, DRIVEWAYS,
00 CPO
~ 1/4"R 1 4' 1/4"R AND SIMILAR STRUCTURES RICHAR „H. B C
1/4"R ALSO EVERY 50 FEET OF PE-198IIC�
,
CONTINUOUS SIDEWALK
8„ 1 ,-4„ $„ °e a . a ° e °a PRINTED
2'-0" 8., ° a ° ° ° ° DATE REMARK
moll 4 A a a TABLE OF SIDEWALK
° 4 THICKNESS 'T'
TYPE 'A' TYPE 'B' TYPE 'C' LOCATION "r'
SIDEWALK JOINTS RESIDENTIAL AND INTERIOR AREAS 4"
AT DRIVEWAYS AND OTHER AREAS 6"
DRIVEWAY CURB TYPE 7" CURB AND GUTTER
(IN PUBLIC R/W) (IN PUBLIC R/W) 6" CONCRETE CURB STANDARD SIDEWALK CONSTRUCTION
N.T.S. N.T.S. N.T.S. N.T.S.
4'-10"
17" X 28" SLAB OPENING FOR
GRATE AND 25" Or FOR MANHOLE
1 1/2" ASPHALTIC CONCRETE
" (TYPE S-3)
#4 ® 12 EACH WAY
SLAB & WALLS) STARBUCKS
',•S
- ,;r
° BUILDING
j 2" CLR. (TYP) ASPHALTIC
00 ~ ' '" "` '`'�'� '"•"' " SURFACE COURSE LIMEROCK 6" LIMEROCK BASE (LBR 100)
,:
BASE COMPACTED TO 98% DENSITY
—_ (AASHTO T-180)
PLAN
6" STABILIZED SUBGRADE
95% DENSITY (ASTM D-1557) STARBUCKS BUILDING
4'–O PERFORATED w •• SELECT FILL
5796 S.W. 72ND STREET
UNPERFORATED PIPE ' COMPACTED SUBGRADE SOUTH bIIAbII, FLORIDA 33143
MANHOLE FRAME & COVER CATCH BASIN FRAME & GRATE 95% DENSITY (ASTM D-1557)
(USF 310-STORM) �. (USF 4105-6224) 2'-0,� N OVERLAP ( )
305
> ID J' TANDARD ASPHALTIC PAVEMENT
BAFFLE +•: .r '+:' t a:. war•,,
PEA ROCK N.T.S.
#6 ® a" SITE AND DRAINAGE
' tl;• �- r;: O
000 ° M °
0000
in I PIPE 15"0 CORR. DETAILS
w
0000
0 INV. EL. 5.75 PERF. PIPE
2"CLR.
(TYP.) . 2'-1" 0 FOR
!' :•;.
o0 MANHOLE COVER 1 '-0" 1 '-0"
FILTER FABRIC 2" ASPHALTIC CONCRETE
1 TO 2 – — _ ALL SIDES (TYPE S-3)
2'-3" FOR
•,` `'•, FOR GRATE ONLY ROCK ST DRAWN BY: G.G.G.
_ N WATER TABLE CHECKED BY: N.H.O.
VARIES APPROVED BY: R.B.B.
to
w #4 ® 12" ,;'� Li
EACH WAY — - °-
a. DATE:
t�
PROJECT NO.: 9922
NOTES: REVISIONS
CL
.;: ' "• 1 . SUMP 2'-0" (TYP.)
6 3 6 TY 6 EXCEPT
' 8" LIMEROCK BASE (LBR 100)
:;•.�, Ln AT POLLUTION CONTROL
COMPACTED TO 98% DENSITY
4'–Ol
STRUCTURES SUMP TO NOTES:
6 :;•; ; ;;'. (AASHTO T-180)
BE 3'-6'0.
.•:- <� 1 . PROVIDE BAFFLE WHEREVER PIPE ENTERS
` '" ' ' '`%'�` �'N' x� '•=•j '- �'�`'. '`�'> ' 00 2. PROVIDE BAFFLES AS REQUIRED FRENCH DRAIN. 6" STABILIZED SUBGRADE
BY DADE COUNTY D.E.R.M,,
2. BAFFLE SHALL BE TYPE S-15 HYDRO–BAFFLE 95% DENSITY (ASTM D-1557)
I 8" AS NOTED. AS MANUFACTURED BY GEOTECHNICAL MARINE 30-3"
_ COMPACTED SUBGRADE
CORP. OR APPROVED EQUAL. SCALE: AS SHOWN
WHEN USED AS MANHOLE WHEN USED AS CATCH BASIN 95% DENSITY (ASTM D-1557)
SHEET NUMBER:
_ y SECTION
C-3
CATCH BASIN/MANHOLE DETAIL FRENCH DRAIN CONNECTION DETAIL FRENCH DRAIN SECTION HEAVY DUTY ASPHALTIC PAVEMENT
N.T.S. N.T.S. N.T.S. N.T.S.
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