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■ti <br />PER SAWCUT CONTROL JOINT DETAIL <br />ON THI5 SHEET) <br />REBAR <br />LREINFORCEMENT <br />MENT <br />TABLE ON <br />) <br />SAWCUT JOINT <br />N.T.5. <br />JOINT SEALANT <br />(PER EXPANSION <br />JOINT DETAIL) <br />REBAR <br />RADIUS <br />(SEE PAVEMENT <br />(TYP) <br />REINFORCEMENT" <br />DOWEL <br />TABLE ON THIS <br />26 GA. STEEL OR PVC SLEEVE <br />SHEET) <br />d <br />Q <br />FIRST POUR ' <br />' REDWOOD JOINT <br />EXPAN5ION JOINT PLATE <br />MATERIAL WITH J' <br />DEEP PULL STRIP. <br />DRILL HOLES FOR <br />DOWELS <br />SAWCUT JOINT <br />N.T.S. <br />NOTE5i <br />I. REINFORCING STEEL BAR 51ZE/SPACING SPECIFICATIONS IN GEOTECH REPORT SHALL <br />SUPERSEDE ABOVE TABLE. <br />2. REINFORCING STEEL SIZE/SPACING 15 BASED ON MIN. 60,000 P51 TENSILE STRENGTH <br />REINFORCING STEEL AS SHOWN. <br />3. CONCRETE PAVING MIX DE51GN SHALL HAVE MINIMUM 4000 PSI COMPRE551VE STRENGTH <br />AT 28 DAYS. GEOTECHNICAL REPORT CONCRETE PAVING MIX DESIGN SHALL SUPERSEDE <br />VALUES HEREIN. <br />4. MAXIMUM JOINT SPACING SHALL BE PER JOINT LAYOUT PLAN (IF PROVIDED) BUT SHALL <br />NOT EXCEED VALUES IN TABLE. <br />5. MAXIMUM JOINT SPACING IN GEOTECHNICAL REPORT SHALL SUPERSEDE VALUES IN ABOVE <br />TABLE. <br />6. USE STATE DOT SUBBASE UNLE55 OTHERWISE SPECIFIED BY GEOTECHNICAL REPORT. <br />7. ALL JOINTS IN PAVING SHALL BE REFLECTED IN CURBING AND SHALL HAVE ALL THEIR <br />RESPECTIVE JOINTING MATERIALS PRESENT (I.E. EXPANSION JOINTS SHALL HAVE THEIR <br />RESPECTIVE FILLER BOARD AND CAULK REPLACED). <br />8. CURB EXPM51ON JOINTS: - IF THERE 15 AN EXPAN5ION JOINT IN THE PAVING, THE <br />EXPM51ON JOINT MUST FOLLOW THROUGH THE CURB. THE REINFORCING STEEL MUST AL50 <br />BE CUT AT THE EXPAN5ION JOINT AND NOT ALLOWED TO RUN THROUGH THE JOINT <br />CONTINUOUSLY. A SAW CUT EXPAN5ION JOINT 15 NOT ACCEPTABLE BECAUSE NORMAL <br />EXPM51ON AND CONTRACTION WILL CAUSED THE CONCRETE TO PUSH AGAINST THE TWO <br />SECTIONS AND ONE 51DE WILL EVENTUALLY FAIL. IF AN EXPANSION JOINT 15 LEFT OUT AND <br />MUST BE SAW CUT IN, THE CURB SHOULD BE CUT TWICE AND A 4' PIECE OF CONCRETE IS <br />REMOVED. IN ALL CASES THE JOINT SHOULD BE CAULKED WITH NPI. <br />9. CONCRETE TOUCHING THE BACK OF CURBS:- ANY CONCRETE THAT TOUCHES THE BACK <br />OF A CURB INCLUDING SIDEWALKS, ISLAND N05ING5 AND PAYPHONE PADS SHALL BE <br />ISOLATED FROM THE CURB USING � BLACK ASPHALT IMPREGNATED FIBERBOARD. <br />CONTRACTOR SHALL USE A REMOVABLE STRIP OR A ZIP -STRIP AND SEAL THE JOINT WITH <br />5LI. THE ONLY EXCEPTION 15 IF THE ISLAND N051NG5 ARE POURED MONOLITHICALLY WITH <br />THE CURB AND PARKING LOT. <br />10. CURBS AT THE BUILDING FOUNDATION:- IF A CURB TOUCHES THE BUILDING FOUNDATION, <br />IT NEEDS TO BE ISOLATED WITH EXPAN5ION JOINT MATERIAL JUST LIKE THE PAVING. IF AN <br />EXPM51ON JOINT 15 LEFT OUT AND MUST BE SAW CUT IN, A ' PIECE OF CONCRETE SHOULD <br />BE REMOVED. THE JOINT SHOULD BE CAULKED WITH NPI. <br />II. EXPM51ON JOINTS AT ISLAND N051NG5:- IF THE ISLAND NOSING5 ARE POURED <br />MONOLITHICALLY WITH THE CUB AND PARKING LOT, THEN PAVING EXPM51ON JOINTS SHOULD <br />CONTINUE THROUGH THE N051NG5. <br />1 CONCRETE SECTION NT5 <br />IF <br />EXPAN5ION JOINT <br />(SEE SAWCUT <br />CONTROL JOINT <br />DETAIL) <br />i�" RADIUS <br />(TYP) <br />EXI5T <br />NEW <br />PAVEMENT <br />PAVEMENT -A. 2' MIN <br />MATCH <br />° .,• e <br />° - <br />EXIST. <br />THICKNESS <br />REBAR <br />(SEE PAVEMENT REINFORCEMENT <br />NOTE: CONSTRUCTION JOINT <br />TABLE ON THI5 SHEET) <br />TO BE USED WHERE <br />REQUIRED. <br />DRILL t EPDXY 44XI8' <br />(NOT TO REPLACE <br />LONG @ 18" 0-C. <br />EXPAN5ION JOINT) <br />CONCRETE TO CONCRETE TIE IN <br />N.T.5. <br />FUTURE JOINT <br />PREMOLDED OR <br />SEALANT <br />FORMED JOINT <br />(SEE ISOLATION <br />JOINT DETAIL) <br />I'-3' LAP <br />PROPOSED POUR <br />a RADIUS FUTURE POUR <br />(TYP) <br />e <br />a� <br />e• <br />REBAR <br />EXTEND REINFORCING 18' <br />(SEE PAVEMENT REINFORCEMENT <br />BEYOND EDGE OF <br />TABLE ON THI5 SHEET) <br />CONCRETE. GREASE, WRAP <br />IN BURLAP t BEND BACK <br />WOOD FORM <br />AGAINST WOOD FORM <br />BEFORE BACKFILLING <br />CONCRETE TO CONCRETE TIE IN <br />N.T.S. <br />4" MIN. <br />(UNLESS OTHERWISE SHOWN <br />+}„ ON PLANS) <br />I <br />W <br />JOINT SEAL, HOT POURED RUBBER <br />�aW ASPHALT FLUSH WITH PAVEMENT <br />SURFACE. <br />X BOND <br />FBREAKER <br />//,J' REDWOOD JOINT <br />MATERIAL WITH 2' DEEP <br />PULL STRIP. DRILL HOLES <br />EXPANSION JOINIFOR DOWELS. <br />N.T.S. <br />REINFORCEMENT TABLE <br />CONCRETE <br />SECTION <br />DESIGNATION <br />(T) <br />SLAB <br />TIVJ NE55 (IN,) <br />(COVER) <br />COVER (IN.) <br />(21 MIN) <br />MAX, EXPANSION <br />JOINT SPACING <br />(FT,) <br />60,000 PSI STEEL. <br />REINFORUING STEEL <br />BAR SSE SPAGNG� <br />TYPE 'A' <br />6 <br />2 <br />15 <br />03 @ 2e C-C <br />TYPE V <br />6 <br />2 <br />15 <br />10 B 2e C-C <br />TYPE 00 <br />I2 <br />2 <br />15 <br />83 B 240 C-C <br />CARIES <br />act PLC <br />° d <br />e d � <br />°d B <br />e p d <br />a o e ° <br />d ° <br />d d ° a <br />d <br />d p p <br />d m d <br />° ae p d <br />d <br />e ° d p d <br />e o d 3 a o <br />p a p d ° p <br />d <br />d p° d ° ad ° p° d a <br />d p o x d <br />e d <br />d d <br />e d p ° p d e <br />° d a d <br />d ° °da <br />ISOMETRIC VIEW <br />TYPICAL CURB 4 GUTTER <br />5 CURB TRANSITION NITS <br />a <br />(SEE SAWCUT <br />II/2" ASPHALTIC SURFACE COURSE <br />CONTROL JOINT <br />2 112' ASPHALTIC BASE COURSE <br />DETAIL) <br />1'-3' LAP <br />ir <br />FIRST POUR <br />a RADIUS <br />NEXT POUR <br />_(TYP) <br />�_ <br />00000000000 <br />• <br />8' DEN5E GRADED J <br />0 0 0 0 0 0 0 0 0 0 0 <br />HEAVY-DUTY ASPHALT <br />A <br />° " - <br />•. ° • <br />AGGREGATE BASE <br />(DGAB); SHALL MEET <br />/ <br />y <br />REBAR <br />OR EXCEED DOT <br />12' COMPACTED <br />NOTE: CONSTRUCTION JOINT <br />DEFORMED (5EE PAVEMENT <br />METAL <br />STANDARDS <br />5UBGRADE (98% OF <br />TO BE USED WHEN POURING <br />REINFORCEMENT <br />STRIP <br />THE MATERIAL'S <br />OPERATION IS DELAYED. <br />TABLE ON THISSHEET) <br />MAXIMUM STANDARD <br />(NOT TO REPLACE <br />PROCTOR DRY <br />EXPANSION JOINT) <br />DENSITY, <br />ASTM DOB) <br />CONSTRUCTION JOINT <br />N.T.5. <br />I' ASPHALTIC SURFACE COURSE <br />2' ASPHALTIC BASE COURSE <br />JOINT SEALANT <br />(PER EXPANSION <br />JOINT DETAIL) <br />00000000000 <br />REBAR <br />0 0 0 0 0 0 0 0 0 0 0 <br />LIGHT -DUTY ASPHALT <br />B <br />(SEE PAVEMENT <br />6' DENSE GRADED <br />REINFORCEMENT <br />AGGREGATE BASE <br />/ <br />TABLE ON THI5 <br />(DGAB); SHALL MEET <br />SHEET) <br />OR EXCEED DOT <br />12' COMPACTED <br />FOUNDATION, <br />STANDARDS <br />5UBGRADE (98% OF <br />a <br />• . <br />COLUMN, PIPE, <br />THE MATERIAL'S <br />WALL OR <br />MAXIMUM STANDARD <br />•, °� <br />51DEWALK <br />PROCTOR DRY <br />DENSITY, ASTM D698) ASPHALT NOTES, <br />PREMOLDED <br />JOINT MATERIAL <br />CONSTRUCTION JOINT <br />N.T.S. <br />1" MIN. <br />+° <br />JOINT SEAL, HOT POURED RUBBER <br />ASPHALT FLUSH WITH PAVEMENT <br />SURFACE. <br />INITIAL <br />SAWCUT <br />SAW CUT CONTROL JOINT <br />N.T.S. <br />PROP. CONC. PAVEMENT (4,000 PSI) <br />REBAR BOTH WAYS SEE TABLE. <br />_ d . . da. . �C <br />p c d w <br />p d. o <br />° d - - U ° ° ° <br />zp <br />FO0 0 0O0O0O0O0O <br />4' GRADED AGGREGATE BASE MEETING <br />DOT STANDARD SPECIFICATIONS <br />COMPACTED TO 100% OF MAX DRY 12" COMPACTED SUBGRADE <br />DENSITY. (q8% OF THE MATERIAL'S <br />MAXIMUM STANDARD PROCTOR <br />DRY DENSITY, ASTM D6%) <br />� b" HEADER CURB NTS <br />rl" BATTER <br />NOTES <br />• THE DIMENSION d MAY INCREASE AT <br />CONTRACTOR'S OPTION 50 BOTTOM OF <br />HEADER CURB WILL ALIGN WITH <br />BOTTOM OF PAVING. <br />• THI5 ITEM MAY BE PRECAST OR CAST <br />IN PLACE. <br />• F'c = 4,000 P51 <br />2 PAVEMENT SECTION NT5 <br />• THE ASPHALT SURFACE COURSE SHOULD CONFORM TO THE <br />M05T RECENT EDITION OF THE FLORIDA DEPARTMENT OF <br />TRANSPORTATION (DOT) STANDARD SPECIFICATION FOR <br />ROAD AND BRIDGE CONSTRUCTION, FOR HOT MIX ASPHALTIC <br />CONCRETE SURFACE COURSE. <br />• THE BASE COURSE SHOULD CONFORM TO THE DOT <br />STANDARDS FOR BASE COURSE COMPACTED TO 100 PERCENT <br />OF THE MODIFIED PROCTOR (A5TM D-1557) MAXIMUM DRY <br />DENSITY. <br />• TACK COAT SHOULD BE PROVIDED ATOP EACH PAVEMENT <br />SECTION. <br />�5' 3000 P51 <br />_I I CONCRETE <br />2"R <br />d <br />a " <br />- e <br />a _ ° <br />e d <br />a <br />6" N <br />24' <br />NORMAL CURB I$ GUTTER <br />DIMEN5ION ON PLANS ARE SHOWN <br />TO THIS LOCATION <br />5' <br />CONCRETE <br />°4. <br />p <br />x <br />fV <br />d <br />e <br />° <br />p <br />° <br />d <br />G <br />- <br />p <br />d <br />- _ <br />d- <br />- <br />-9 <br />p <br />-a <br />d.- <br />- - <br />a. d <br />6" <br />24' <br />REVERSE CURB It GUTTER <br />3 4" CUR � UTTER NTS <br />USE REVERSE OR 'SPILL" CURB <br />WHEN THE PAVEMENT SLOPES <br />AWAY FROM CURB. <br />5'-0" UNLESS OTHERWISE NOTED <br />ON DRAWINGS <br />2500 P.S.I. <br />CONC. <br />(TYP.) <br />SECTION <br />1 /2" EXPANSION <br />JOINT (TYP.) <br />5"x6"x10/10 WWF <br />FLAG <br />(TYP.) <br />4'-0" 4'-0' 4'—OP <br />12'-0" BETWEEN JOINTS <br />PROFILE <br />CONCRETE WALKWAY DETAIL <br />NOT TO SCALE <br />�n' < <br />CITY OF ZEPHYRHILLS <br />STANDARD DETAILS <br />DEGEMBER2015 <br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT <br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 <br />9C <br />.......... <br />PHONE (813)780-0029 FAX (813)780-0813 <br />- <br />4 CONCRETE SIDEWALK NTS <br />h <br />PROVIDE COARSE BROOM FINISH SLOPE FLUME ACCORDING TO GRADING AND DRAINAGE PLAN <br />IN A TRANSVERSE DIRECTION <br />TO SLOPE OF RAMP VARIES 5' <br />(SEE PLANS) I" <br />RIll BATTER <br />�J,� ° 2.0% MAXIMUM SLOPE <br />$ ^ IN ANY DIRECTION ° R2" <br />° 4 000 I <br />° d CONCRETE <br />CURB HEIGHT VARIES a p <br />6' WIDE p a° <br />51DEWALK CURB <br />1/41/2 <br />a <br />> $ Al <br />COMPACTED <br />A <br />EARTH <br />PAINT TOP AND FACE <br />OF CURB WITHIN RAMP —� CONCRETE NOTES= <br />LIMIT YELLOW (BOTH SIDES) 6' \ F'c = 4,000 P51 <br />• PROVIDE CONTROL JOINTS AT 5' O.C. <br />• PROVIDE EXPANSION JOINTS ONLY WHERE <br />CONCRETE PAVEMENT ABUTS FIXED <br />OBJECTS, CURB AND GUTTER, AND <br />OTHER PAVEMENT TYPES. <br />• OX6' WWM MAY BE SUBSTITUTED WITH <br />EQUILEVENT STRENGTH FIBER MESH. <br />7 CURB RAMP NTS <br />8 CONCRETE FLUME NT5 <br />intyphnium <br />PLANNING R. ENGINEERING <br />14499 N DALE MABRY HWY <br />SUITE 250 <br />TAMPA, FL 3%18 <br />813.387.0084 <br />`NoltlItt#ft%! <br />�%D, <br />* : No. 60366 � •". <br />" OC <br />•u <br />°.� STATE <br />STATE OF FLORIDA <br />AUTHORIZATION NUMBER <br />8370 <br />PLANS PREPARED BY INGENIUM <br />ENTERPRISES FORMERLY GRIMAIL <br />CRAWFORD <br />CLIENT: <br />MCCON BUILDING CORP. <br />105q CIRCLE DRIVE <br />HIGHLAND, WI 53543 <br />PHONE: 608.92q.7737 <br />REV15ION N15TORT <br />----/--/---- <br />----/--/---- <br />----/--/---- <br />-- --/--/---- <br />----/--/---- <br />-- <br />THE CIVIL ENGINEER REGULARLY UPDATES <br />ELECTRONIC FILES DURING THE DEVELOPMENT OF A <br />PROJECT. A5 A RESULT, THE DATA INCLUDED IN ANY <br />CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE <br />DOE5 NOT NECESSARILY REFLECT THE COMPLETE <br />5COPE OR CONTENT A5 DEFINED IN THE CONTRACT. <br />THE CONTENT5 IN THESE FILES MAY THEREFORE BE <br />PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND <br />SUBJECT TO CHANGE. FURTHERMORE, THE <br />INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE <br />PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL <br />IDEAS REPRESENTED HERE BY THI5 INFORMATION <br />SHALL NOT BE U5ED, ALTERED, OR REPRODUCED IN <br />ANY MANNER WITHOUT THE EXPRESSED WRITTEN <br />CONTENT OF THE CIVIL ENGINEER. THESE PLANS ARE <br />SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF <br />SAME WITHOUT D"E55ED WRITTEN PERM15510N OF <br />THE CIVIL ENGINEER 15 PROHIBITED. <br />PROJ # <br />170061 <br />DWG NAME <br />170061 CO3.DWG <br />I55UE DATE <br />09/07/2017 <br />PROJ MGR <br />JP <br />NAODSCAPIE DETAILS II <br />CO3,3 <br />SHEET NUMBER <br />