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00-1341-002 t � TYPE "A" JOINT 1/2" R 6' SEE FLANS a� , 6" 2 R P.T. 1/4"PER FT. SLOPE L rl 2"R 6" SLOPE TO MATCH �: PAVEMENT EQUAL TO SIDEWALK WIDTH a ° , DRIVEWAY SLOPE 31'R + + • • r / ,-- - ' 1/2 R .'t•. R/W LINE • iv ` ' °.'• ' ` 1 + EXISTING SIDEWALK REINFORCED WITH a, 3/4„R r " •a ? • 3/4"R •' { — 6„X6" NUMBER 10/10 •• '; � • ' ''. :• 4•:, I �• • 4 ••,•' .a. . . { ` WELDED WIRE rN.jA r, if TYPE B — � — JOINT P.C. SECTION ,r 8" 1 —4„ 8 NEW SIDEWALK TYPE "A” JOINT f 2'-0" 2'-0" $" TABLE OF SIDEWALK JOINTS SIDEWALK PLAN �, . TYPE LOCATION CONSULTING ENGIN j ERII�Q.,4,,SCIENCI ,. INC. :ti P.C. AND P.T. OF CURVES. 8925 S.W. 148th STREET. '` : UI E 100 "A" 0111"'(305)1567 -5555 MIAMI, FLORIDA 33178 JUNCTION OF EXISTING AND •��. NEW SIDEWALKS. \` • �� r . 1/2" PREMOULDED ,�B,r 6'-0" CENTER TO CENTER EXPANSION JOINT ON SIDEWALKS :,4� ► � ' MATERIAL +[ DRIVEWAY CURB TYPE F" CURB AND GUTTER 1 -1 2" WHERE SIDEWALK ABUTS / CONCRETE CURBS, DRIVEWAYS, (IN PUBLIC R/W) (IN PUBLIC R/W) 6" CONCRETE CURB 1/4" — 1/8 _ 1/2" "C" AND SIMILAR STRUCTURES i ?• n4 .— 1/4„R 1 4"R PE s3�; +j j�4��v Lj, 4. N.T.S. N.T.S. N.T.S. / ALSO, EVERY 50 FEET OF a ° d a CONTINUOUS SIDEWALK � "_ PRINTED DATE REMARK v .G ° 4 a ° a ' TABLE OF SIDEWALK 4. °. a . THICKNESS 'T' TYPE 'A' TYPE 'B' TYPE 'C' LOCATION "r' SIDEWALK JOINTS RESIDENTIAL AND INTERIOR AREAS 4" AT DRIVEWAYS AND OTHER AREAS 6" 14'-3" 5'-0" 6'-6" EXISTING TO REMAIN ROADWAY C/L I 2" ASPHALTIC CONC ETE I R/W LINEW (TYPE S- 1 ) STANDARD SIDEWALK CONSTRUCTION y MATCH EXIST. N.T.S. • I I 1 /4" :1 ' 2. 2.0% f• JI JAW 8" LIMEROCK BASE (LBR 100) COMPACTED TO 98% DENSITY 4 -10 (AASHTO T-180) COMPACTED SUBGRADE 17" X 28" SLAB OPENING FOR 95% DENSITY (ASTM D-1557) GRATE AND 25" 0 FOR MANHOLE 00 .JV #4 9 12" EACH WAY ROADWAY SECTION A .::,. (BOTTOM SLAB & WALLS) N.T.S. (LOOKING NORTH) _ STARBUCKS .: C 3 v .. ........... BUILDING 00.................... . . ......... .............................. ............................. ............%............%.... ................... . .... >. M oo 2" CLR. (TYP) ASPHALTIC 00 SURFACE COURSE LIMEROCK BASE P- 4'-0" PERFORATED— w SELECT FILL STARBUCKS BUILDING UNPERFORATED PIPE 5796 S.W. 72ND STREET MANHOLE FRAME & COVER CATCH BASIN FRAME & GRATE (USF 310—STORM) (USF 4105-6224) 2'-0, w OVERLAP SOUTH MIAMI, FLORIDA 33143 BAFFLE—> PEA ROCK o SITE AND DRAINAGE # 6 ® 8 o000 ° �•; . 0 0 0 o in PIPE + 15"0 CORR. DETAILS 00000 INV. EL. 7.25 PERF. PIPE 2'C LR. (TYP.) •`:;: 2'-1" 0 FOR ' MANHOLE COVER 1 '-0" 1 '-0" FILTER FABRIC iv. 2'-3" FOR 1" TO 2" — — — ALL SIDES BALLAST DRAWN BY: G.G.G. FOR GRATE ONLY ROCK WATER TABLE CHECKED BY: N,H.O. VARIES w #4 © 12 APPROVED BY: R.B.B. CL Q EACH WAY DATE: 11-19-99 , PROJECT NO.: 9922 NOTES: REVISIONS 3'-6" (TYP.) 6" 1 . SUMP 2'-0" (TYP.), EXCEPT 4'-0"I (*) AT POLLUTION CONTROL ;. STRUCTURES SUMP TO NOTES: BE 3'-6". 1 . PROVIDE BAFFLE WHEREVER PIPE ENTERS 4, ''� .'> o0 2. PROVIDE BAFFLES AS REQUIRED FRENCH DRAIN. 11-22-00 ADJUST FRENCH DRAIN SECTION '.:�.t'::;,:',•,•': .•:•.;..�.... ;: ,:.: •:..:r•a•'�:.;.•,•.;••;. ;'..•,.•.,,••:: BY DALE COUNTY D.E.R.M., 2. BAFFLE SHALL BE TYPE S-15 HYDRO—BAFFLE „ 8-03-00 REVISE S.W 58th AVENUE $' AS NOTED. AS MANUFACTURED BY GEOTECHNICA,L MARINE CORP. OR APPROVED EQUAL. SCALE: AS SHOWN WHEN USED AS MANHOLE WHEN USED AS CATCH BASIN SHEET NUMBER: SECTION CATCH BASIN/MANHOLE DETAIL FRENCH DRAIN CONNECTION DETAIL FRENCH DRAIN SECTION C -3 lei N.T.S. N.T.S. N.T.S. 3 OF 5