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NEOPRENE GASKET <br />CA. . <br />HALF PIPE <br />24" MIN. <br />OUTFLOW INFLOW <br />i <br />N � <br />SIDE VIEW <br />q <br />0 <br />L <br />PIPE <br />DIA. <br />W 1 <br />(IN) <br />W2 <br />(IN) <br />T <br />(GAUGE) <br />H <br />(IN) <br />15" <br />21 " <br />24" <br />16 <br />VARIES <br />18" <br />24" <br />30" <br />16 <br />VARIES <br />21" <br />30" <br />30" <br />16 <br />VARIES <br />24" <br />30" <br />36" <br />1.6 <br />VARIES <br />30" <br />36" <br />42" <br />14 <br />VARIES <br />36" <br />42" <br />48" <br />14 <br />VARIES <br />42" <br />48" <br />54" <br />14 <br />VARIES <br />48" <br />54" <br />60" <br />14 <br />VARIES <br />54" <br />60" <br />66" <br />14 <br />VARIES <br />1. KLU IANUULAK 51 KUU I UKL <br />2. ROUND STRUCTURE <br />TABLE OF SIDEWALK <br />THICKNESS <br />NON- VEHICULAR AND <br />RESIDENTIAL AREAS <br />4" <br />AT DRIVEWAYS AND OTHER AREAS <br />6" <br />TABLE OF SIDEWALK <br />WIDTHS <br />SINGLE - FAMILY AREAS <br />5' <br />MULTI - FAMILY AREAS <br />5' <br />OTHER AREAS AS SPECIFIED BY THE CITY <br />ENGINEER. <br />4 ALUMINUM CLIP ANGLE <br />3"X3"XY "'WITH )" SLOT TYPE <br />ARE REQUIRED. WELD TO THE <br />CORRUGATED ALUMINUM PIPE. <br />O <br />W Z <br />CL w (NEOPRENE GASKET. <br />0 0 <br />O <br />p I I <br />p".1 <br />SIDEWALK SHALL BE 4" <br />THICK (NO WIRE MESH) <br />EXCEPT IN DRIVEWAYS <br />WHERE THE THICKNESS <br />SHALL BE 6" x6" 10/10 <br />WELDED WIRE MESH. <br />TABLE OF SIDEWALK JOINTS <br />LOCATION <br />A. <br />20' -0 ". CENTER TO CENTER <br />'*-l/?' ROUND CORRUGATED <br />z <br />ALUMINUM PIPE <br />io <br />TOP VIEW( <br />OPEN BOTTOM 1 <br />1. <br />ALUMINUM SHEET OF SA1ME THICKNESS <br />FRONT VIEW <br />(GAUGE) AS PIPE. SHALL. BE WELDED TO <br />AND SIMILAR STRUCTURES. <br />CLOSE OPENING AT THE TOP. <br />2. <br />BAFFLE SHALL BE AS MIANUFACTURED <br />ON SIDEWALKS. <br />BY SOUTHERN CULVERT OR ENGINEER'S <br />WHERE SIDEWALK ABUTS <br />APPROVED EQUAL. <br />3m 3. <br />NEOPRENE GASKET (3/83" x 2 ") SHALL <br />AND SIMILAR STRUCTURES <br />1.5* <br />BE INSTALLED AT ALL BAAFFLES ON <br />THE SIDES AND AT THE TOP. <br />4. <br />POLLUTION RETARDANT BAFFLE TO BE <br />ATTACHED TO STRUCTURIE W/ 3/8 "x4" <br />"' <br />STAINLESS STEEL "RED IHEADS ". <br />0.75" I <br />1n <br />5. <br />MINIMUM INVERT ELEVATIION ON POLLUTION <br />I-- <br />RETARDANT BAFFLE TO BE 18" BELOW <br />CONTROL ELEVATION, <br />6. <br />ALL EXFILTRATION TRENCHES SHALL HAVE <br />A POLLUTION RETARDANT• BAFFLE AT <br />EACH CONNECTION POINIT TO A STRUCTURE <br />(SEE EXFILTRATION TRENCH DETAIL). <br />7. <br />FIBERGLASS BAFFLES ARE NOT PERMITTED. <br />POLLUTIQU ,flE"TARDANT BAFFLE DETAIL <br />p".1 <br />SIDEWALK SHALL BE 4" <br />THICK (NO WIRE MESH) <br />EXCEPT IN DRIVEWAYS <br />WHERE THE THICKNESS <br />SHALL BE 6" x6" 10/10 <br />WELDED WIRE MESH. <br />TABLE OF SIDEWALK JOINTS <br />LOCATION <br />A. <br />20' -0 ". CENTER TO CENTER <br />3% <br />P.C. AND P.T. OF CURVES. <br />JUNCTION OF EXISTING AND <br />NEW SIDEWALKS. <br />* WHERE SIDEWALK .. <br />CURBS, <br />DROP CURB <br />CONCRETE DRIVEWAYS, <br />AND SIMILAR STRUCTURES. <br />.B. <br />5' -0" CENTER TO CENTER <br />ON SIDEWALKS. <br />,C• <br />WHERE SIDEWALK ABUTS <br />CONCRETE CURBS, DRIVEWAYS, <br />AND SIMILAR STRUCTURES <br />*AT THE DISCRETION OF THE ENGINEER. <br />FINISHED GRADE <br />U) BACKFILL PLACED AND COMPACTED; <br />Li - FOR COMPACTION IN TRAFFIC AREA, <br />Q SEE ROADWAY SPECIFICATIONS, AND <br />> - AND 90% MAX. DENSITY IN NON <br />- TRAFFIC AREA. 6" MAXIMUM SIZE <br />IN 12" LIFTS. <br />N <br />BACKFILL PLACED AND COMPACTED TO <br />90% MAX. DENSITY. <br />c; <br />$ g• BEDDING MATERIAL <br />cn •p•b �C "p• <br />MAX. WATER LEVEL <br />PERMITTED DURING 12° PIPE 12" UNDISTURBED STABLE <br />NOTES: CONSTRUCTION MAX. 0.0. MAX. ROCK OR MATERIAL <br />1. WHERE SOIL CONDITION CANNOT BE MAINTAINED AS SHOWN 6. BACKFILL MATERIAL SHALL BE NON- COHESIVE AND NON - <br />ABOVE, PROVIDE APPROVED MEANS OF CONSTRUCTION. PLASTIC SOIL THAT IS. FREE OF ALL DEBRIS, LUMPS, WOOD <br />2. WHERE REQUIRED SHEETING AND SHORING SHALL BE IN BROKEN PAVING OR ANY ORGANIC OR UNSUITABLE MATERIAL, <br />ACCORDANCE WITH THE LOCAL GOVERNMENTAL AGENCY, BACKFILL MATERIAL PLACED WITHIN 12" OF THE PIPE SHALL <br />CONTAIN NO ROCKS OR STONES LARGER THAN 3 -1/2" INCHES <br />3. MUCK OR OTHER UNSUITABLE MATERIAL SHALL BE IN DIAMETER. NO ROCKS OR STONES LARGER THAN 6" IN <br />COMPLETELY REMOVED. DIAMETER WILL BE PERMITTED IN THE REMAINING BACKFILL <br />4.. WHEN THE PIPE IS LAID IN THE PREPARED TRENCH, TRUE UNLESS OTHERWISE SPECIFIED. <br />TO LINE AND GRADE, THE PIPE BARREL SHALL RECEIVE 7. TRENCH BACKFILL SHALL BE COMPACTED TO NOT LESS THAN <br />CONTINUOUS UNIFORM SUPPORT. WHERE NECESSARY, 90 PERCENT OF THE MAXIMUM DRY DENSITY DETERMINED BY <br />COURSE SAND, PEA ROCK OR 3/4" LIMESTONE GRAVEL AASHTO T -180. BACKFILL AND COMPACTION SHALL BE IN <br />SHALL BE USED TO PROVIDE UNIFORM BEDDING. ACCORDANCE TO THE STANDARD ENGINEERING DESIGN <br />5. JOINTS MAY BE REQUIRED TO BE WRAPPED AT THE REQUIRED BY THE LOCAL GOVERNMENTAL AGENCY. <br />DISCRETION OF THE DISTRICT AND THE SITE CONDITIONS. <br />TRENCH EXCAVATION DETAIL <br />8" <br />6" EDGE OF PAVEMENT <br />2" RAD. TRAFFIC SIDE <br />4000 PSI. CONC. (MIN.) <br />a 4 ASPHALT PAVEMENT <br />a <br />4 <br />v . <br />LIMEROCK BASE LBR 100. J \- COMPACTED SUBGRADE LBR 40. <br />COMPACTED 98% AASHTO T -180 COMPACTED 95% AASHTO T -180. <br />TYPE "D" CONCRETE CURB <br />inn 0 7w <br />0 <br />A <br />2.00' <br />DROP CU,R13 <br />TYPE "A" JOINT <br />P.T. CONCRETE SHALL HAVE A COMPRESSIVE <br />�%% STRENGTH OF 3000 PSI AT 28 DAYS <br />/ A UN <br />5.0' MIN. 2.00' <br />Y ". PER FT. SLOPE 6" 1' -6" <br />N SI EW LK EXI TIN SI EW 1 � <br />TYPE "B" JOINT 'T•' n \ , <br />P.C. <br />r w <br />TYPE A JOINT SECTION "A' SUBGRADE TO BE .� <br />PLAN COMPACTED TO 959E <br />A PER A.A.S.H.T.O. T -180 ° <br />12" COMPACTED SUBGRADE UMEROCK BASE COURSE <br />° 4 ° LBR 40, COMPACTED 95% <br />AASHTO T -180 LBR 100, COMPACTED 98% <br />AASHTO T -180 <br />`" R. . �" .R•• t TYPE "F" CONCRETE CURB AND GUTTER <br />• . a ° <br />W" PREMOLDED W PREMOLDED <br />EXPANSION JOINT EXPANSION JOINT <br />MATERIAL MATERIAL <br />TYPE A P.E. PE 'C' <br />(SAWED JOINTS) (EXPANSION JOINTS) (EXPANSION JOINTS) \°` N <br />SIDEWALK CO,WTRWTION DETAIL. _ 2 " -0" <br />E4" MIN. LIMEROCK CURB <br />PAD COMPACTED TO 98% <br />2' VALLEY GUTTER T-1 DENSITY PER AASHTO <br />T -180, LBR 100. <br />DESIGNED B.H. <br />DATE 02/2006 <br />DRAWN B.H. <br />DATE 02/2006 <br />CHECKED S.H. <br />DATE 02/2006 <br />C" CIwdw & Af:OCisiss., Im4 <br />b <br />1800 Mar Drive, Suite 600 <br />Fort Lauderdale, Florida 33316 <br />Phone: 954.921.7781 Fax 954.931.8807 <br />Certificate of Authorization 514 <br />CITY OF SUNNY ISLES BEACH, FL <br />NE 172nd STREET <br />ROADWAY IMPROVEMENTS <br />SOUTH NORTH <br />R 50' R/W R <br />e 5' 2' 12' 12' 12' 2' 5' <br />SWK. DRIVE DRIVE DRIVE SWK. <br />SU VEY ¢ <br />18' <br />TYPE "F" I TYPE "F" <br />CURB CURB <br />2X <br />�1 inn <br />SECTION A -A <br />4a"M <br />R 55' R/W <br />i <br />22' 2' 12' 12' 2' S' <br />DRIVE DRIVE SWK. <br />V SURVEY ¢ ARIES 5' VARIES -SEE PLAN 18' <br />E PLAN SWK. <br />TYPE "F'I TYPE "F" <br />i CURB CURB. <br />I2X 1 2% <br />p <br />4" THICK ::• •- <br />CONCRETE 4" THICK :} :. <br />SIDEWALK CONCRETE <br />n n SIDEWALK <br />SECTION B -B <br />(D 1142" ASPHALTIC CONCRETE TYPE S -III, IN TWO V4" LIFTS. <br />�2 8" SHELLROCK BASE COURSE COMPACTED TO A DENSITY OF 987. OF THE MAXIMUM DENSITY <br />AS DETERMINED BY AASHTO T -180. (MIN LBR 100). <br />U3 12" COMPACTED SUBBASE TO 98% DRY DENSITY PER AASHTO T -180 (MIN LBR 40). <br />SOUTH EDGE OF SOUTH <br />R 24' PAV11IT. R <br />1.5' 1 5 15.5' <br />SWK. I ~- BERM AREA <br />4" THICK <br />CONCRETE <br />Log <br />IV) <br />0 <br />N <br />TYPE "F" <br />CURB <br />EDGE OF <br />24' FA <br />-'` EL. 2.50 �►I <br />.. <br />6' WIDE BY <br />20' LONG 3/4' 1.50 ` <br />WASHED ROCK ' .`..,•'• , <br />WRAPPED WITH 4" THICK <br />CEO-TEXTILE (TYP) CONCRETE <br />SECTION C-C sIDEwALK <br />SECTION D -D <br />TYPE F <br />CURB & <br />GUTTER <br />, 6.0' DRIVFWAY 6_fl' <br />:DROP CURB DRIVEWAY <br />PLAN <br />T.O.0 6.0' <br />-TYPE F HANDICAP <br />CURB & RAMP- <br />GUTTER <br />DROP CURB <br />TRANS. (SEE DETAIL) <br />DROP CURB. DETAIL <br />ELEVATION <br />PAVING AND GRADING <br />DETAILS <br />6.0' <br />TRANS. <br />TYPE F' <br />CURB & <br />GUTTER <br />TYPE F <br />CURB & <br />GUTTER <br />TYPE "F" <br />CURB <br />FLORIDA REGISTRATION No. 47810 <br />N.T.S. <br />PROJECT No <br />03 -4197 <br />CAD FILE <br />03- 4197- C- STRM -DETL <br />SHEET <br />C203 <br />23 <br />HANDICAP <br />RAMP <br />/31A <br />3% <br />TRANS. <br />DROP CURB <br />TRANS. <br />:DROP CURB DRIVEWAY <br />PLAN <br />T.O.0 6.0' <br />-TYPE F HANDICAP <br />CURB & RAMP- <br />GUTTER <br />DROP CURB <br />TRANS. (SEE DETAIL) <br />DROP CURB. DETAIL <br />ELEVATION <br />PAVING AND GRADING <br />DETAILS <br />6.0' <br />TRANS. <br />TYPE F' <br />CURB & <br />GUTTER <br />TYPE F <br />CURB & <br />GUTTER <br />TYPE "F" <br />CURB <br />FLORIDA REGISTRATION No. 47810 <br />N.T.S. <br />PROJECT No <br />03 -4197 <br />CAD FILE <br />03- 4197- C- STRM -DETL <br />SHEET <br />C203 <br />23 <br />