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SIDEWALK DETAIL <br />N.T.S.1 <br />TYPE D CURB <br />N.T.S.5 <br />CONSTRUCTION JOINT (@5' OC) <br />CONC. PAV'T. <br />1/2" EXP. JOINT <br />JOINT FILLER <br />3/4" R <br />JOINT SEAL <br />2" R6"18"8" <br />6" <br />NOTE: <br />PROVIDE COMPACTED BASE AND SUBGRADE AS PER DETAIL 6. <br />NEW PAVEMENT DETAIL <br />N.T.S.3 <br />1 <br />3 <br />2 <br />1. <br />2. <br />6% MAX. SLOPE <br />2" ASPHALTIC CONCRETE TYPE S-III, IN TWO 1" <br />LIFTS <br />* SECOND LIFT TO BE INSTALLED AFTER FINAL <br />LANDSCAPING AND IRRIGATION INSPECTIONS <br />12" LIMEROCK BASE COURSE COMPACTED TO A <br />DENSITY OF 98% OF THE MAXIMUM DENSITY AS <br />DETERMINED BY AASHTO T-180. (MIN LBR 100). <br />THE MATERIAL TO BE PLACED IN (2) 6" <br />COMPACTED LIFTS (SEPARATE COMPACTION <br />TEST REQUIRED FOR EACH LIFT). <br />12" COMPACTED SUBBASE TO 98% DRY DENSITY <br />PER AASHTO T-180 (MIN LBR 40) <br />DENSITY TESTS REQUIRED FOR ALL LAYERS OF <br />MATERIAL. ALL DENSITY COMPACTION TESTING <br />TO BE WITNESSED BY THE CITY OF SUNNY ISLES <br />ENGINEERING INSPECTOR. <br />3. <br />PAVEMENT RESTORATION LIMITS <br />SAWCUT FOR A CLEAN, NEAT EDGE <br />MILLING AREA <br />MIN. 2' WIDE <br />SAME OVERLAY <br />THICKNESS <br />2" THICK ASPHALT <br />PAVEMENT OVERLAY <br />TACK COAT <br />ALL SURFACES <br />TACK COAT <br />ALL SURFACES <br />EXIST. ASPHALT PAVEMENT <br />MILL EXISTING ASPHALT <br />TO MAINTAIN OVERLAY <br />THICKNESS <br />PAVEMENT RESTORATION LIMITS <br />SAWCUT FOR A CLEAN, NEAT EDGE <br />EDGE OF PAVEMENT <br />EDGE OF PAVEMENT <br />TRANSITION <br />AREA MIN. 2' WIDE <br />MILLING AREA <br />PLAN VIEW <br />A <br />PAVEMENT TERMINATION DETAIL <br />N.T.S.4 <br />A <br />PROFILE VIEW <br />SECTION A-A <br />NOTES: <br />1. ASPHALT OVERLAY THICKNESS OF 2" MINIMUM TO BE MAINTAINED. <br />2. CONTRACTOR MAY MILL A WIDER TRANSITION AREA IF DESIRED. NO ADDITIONAL COMPENSATION WILL BE <br />PROVIDED FOR MILLING BEYOND THE MINIMUM 2' WIDE TRANSITION AREA. <br />3. DISPOSAL OF MILLING MATERIAL TO BE INCLUDED IN THE PRICE OF MILLING AND MUST COMPLY WITH REGULATORY <br />STANDARDS. <br />4. MILLINGS MAY NOT BE USED ON SITE TEMPORARILY OR PERMANENT <br />5. MILL ALL CONNECTIONS TO EXISTING PAVEMENT OR EXISTING SIDEWALKS FOLLOWING THE PAVEMENT <br />RESTORATION LIMITS TERMINATION DETAIL. <br />PAVEMENT DETAIL FOR <br />OFF-STREET PARKING AREAS <br />N.T.S.7 <br />6" <br />BASE 2 DOWELS, 18" LENGTH <br />2" MIN. TYPE SP ASPHALTIC CONCRETE <br />BACK OF DOWELED HEEL TOP TO BE PLACED A <br />MINIMUM OF 24" FROM END OF PARKING STALL. <br />24"6" <br />SUBGRADE <br />FACE OF STRUCTURE <br />SURFACE <br />BASE <br />SUBGRADE <br />ASPHALTIC CONCRETE <br />EXIST.ASPHALT <br />ROADWAY <br />NOTES: <br />1. IN FILL AREAS NO PIECE OF ROCK OVER 6" ALLOWED IN THE UPPER TWO FEET OF THE FILL. NO PIECE OF ROCK <br />OVER 3 12" ALLOWED IN THE UPPER TWELVE INCHES OF THE COMPACTED FILL SUBGRADE UP TO 6" BELOW THE <br />BOTTOM OF THE BASE SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. <br />EXIST.ASPHALT <br />ROADWAY WITH 2" FULL <br /> ROADWAY WIDTH OVERLAY <br />ASPHALT PAVEMENT <br />BASE <br />SUBGRADE <br />JOINT FILLER <br />6"X18" CONCRETE CURB <br />BASE <br />SUBGRADE <br />BRICK PAVEMENT <br />CONFINEMENT CURB <br />N.T.S.6 <br />*VARIES*VARIES <br />18" THICK CONCRETE SLAB WITH <br />MESH 12x12 6"/6" TOP & BOTTOM, <br />3" CLEAR OF CONCRETE COVER. <br />3" <br />#6 @12" EACH WAY <br />#6 @12" EACH WAY <br />1'-6"3"3" CLR.PLUS 12" MIN <br />PIPE DIAMETER <br />CLASS B, FDOT #57 <br />STONE BEDDING FOR <br />FILL UNDER THE WATER <br />TABLE WITH NON-WOVEN <br />FILTER FABRIC PLACED <br />BETWEEN STONE AND <br />BACKFILL MATERIAL <br />FABRIC <br />REFER TO DETAIL 10 FOR DEEP <br />BACKFILL WITH SUITABLE MATERIAL. <br />COMPACTION REQUIREMENTS <br />PAVEMENT SECTION <br />VARIES <br />FINISHED GRADE <br />VARIES <br />SUITABLE MATERIAL#57 STONE2'-0" MINENGINEER'S RECOMENDATIONS <br />PROFILE VIEW <br />SECTION B-B <br />PLAN VIEW <br />GENERATOR OR DUMPSTER <br />CONCRETE SLAB DETAIL <br />N.T.S.8 <br />TYPICAL BACKFILL DETAIL <br />N.T.S.9 <br />5% MAX <br />RUNNING <br />SLOPE <br />OR 2% MAXSLOPESIDEWALKWIDTHAS NEEDED <br />SIDEWALK <br />NEW <br />SIDEWALK TRANSITION SLOPE DETAIL <br />N.T.S.2 ORMATCH EXISTING <br />SIDEWALK <br />COMPACTED SUBGRADE OR <br />PAVEMENT / TURF <br />100% OF MAX DENSITY PER ASTM D 698 <br />95% OF MAX DENSITY PER ASTM D 698 <br />90% OF MAX DENSITY PER ASTM D 698 <br />85% OF MAX DENSITY PER ASTM D 698 <br />TEST BEGINS <br />COMPACTION <br />18"12"12"4"8"DEEP COMPACTATION REQUIREMENTS10N.T.S. <br />TOOLED EDGE <br />1/4" RADIUS <br />1/8" <br />JOINTS EVERY 5'4"COMPACTED LIMEROCK <br />TO 98% OF PROCTOR. <br />THICKNESS AS <br />REQUIRED <br />12" MIN. <br />NOTES: <br />1. CONCRETE SHALL HAVE A 28-DAY STRENGTH OF 4,000 PSI MINIMUM <br />2. REINFORCING BARS SHALL BE DEFORM,ED, GRADE 60 AS PER ASTM A-615 <br />3. GRADE SLAB FOUNDATION SHALL BE SUPPORTED ON WELL-COMPACTED FILL, WUTH MINIMUM COMPACTION OF <br />95% OF MAXIMUM DRY DENSITY FOR LAYERS AS VERIFIED BY FIELD DENSITY TESTS AS PER ASTM D1557 <br />12" MIN. <br />4.http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 25, 2024 GUSTAVO ECKARDT, P.E.License No.67553CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 <br />BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEX2 N.T.S. <br />STANDARD DETAILS <br />G.P.C.A. <br />N.T.S. <br />C-102 <br />DETAILS