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N.T.S. <br />SCALE <br />N.T.S. <br />SCALE <br />NOTES: <br />1.DETAIL SHOWN FOR REFERENCE ONLY. FIELD CONSTRUCTION SHALL MATCH EXISTING CURB TYPE, INCLUDING DIMENSIONS AND <br />REINFORCEMENT, AS WELL AS ELEVATION, UNLESS OTHERWISE SPECIFICALLY SHOWN ON PLANS. <br />2. VERTICAL SAWCUT SHALL BE MADE AT ALL LIMITS OF REMOVAL TO CREATE A CLEAN EDGE. <br />3.GRADING, ADDITIONAL AGGREGATE/CONCRETE REQUIRED TO MATCH EXISTING CROSS SECTION GRADES, AND SEEDING OF <br />ADJACENT LANDSCAPE AREA SHALL BE INCIDENTAL TO, AND BID AS PART OF, CURB CONSTRUCTION. <br />20" <br />6" <br />7" <br />6" CURB HEIGHT UNLESS OTHERWISE <br />SHOWN ON PLANS. SEE PLANS FOR FINAL <br />PROPOSED ELEVATIONS. MATCH EXISTING <br />ADJACENT CURB PROFILE UNLESS <br />OTHERWISE SHOWN ON PLANS. <br />4" <br />4" <br />SAWCUT, REMOVE, AND REPLACE 2' X TOTAL <br />LENGTH OF CURB REMOVAL SECTION AND <br />PROVIDE REPLACEMENT ASPHALT TO MATCH <br />EXISTING PAVEMENT SECTION IN TWO LIFT <br />COURSES AS NEEDED. THIS SHALL BE INCIDENTAL <br />TO, AND BID AS PART OF, CURB CONSTRUCTION. <br />EPOXY COATED <br />#4 REBAR <br />EXISTING SUBGRADE <br />TO REMAIN <br />EXISTING BASE <br />CONCRETE CURB AND GUTTER REMOVE & REPLACE VERTICAL CURB 1110 <br />NOTES: <br />1.DETAIL SHOWN FOR REFERENCE ONLY. FIELD CONSTRUCTION SHALL MATCH EXISTING CURB TYPE, INCLUDING DIMENSIONS AND <br />REINFORCEMENT, AS WELL AS ELEVATION, UNLESS OTHERWISE SPECIFICALLY SHOWN ON PLANS. <br />2. VERTICAL SAWCUT SHALL BE MADE AT ALL LIMITS OF REMOVAL TO CREATE A CLEAN EDGE. <br />3.GRADING, ADDITIONAL AGGREGATE/CONCRETE REQUIRED TO MATCH EXISTING CROSS SECTION GRADES, AND SEEDING OF <br />ADJACENT LANDSCAPE AREA SHALL BE INCIDENTAL TO, AND BID AS PART OF, CURB CONSTRUCTION. <br />N.T.S. <br />SCALE <br />N.T.S. <br />SCALE TYPICAL CONCRETE JOINTS DETAIL <br />1/4 OF SLAB THICKNESS <br />NOTES: <br />1. INSTALL SAWCUT JOINTS WITHIN 24 HOURS OF FINISHING CONCRETE. <br />2.INSTALL CONSTRUCTION JOINTS WHEN CONTINUOUS POUR OPERATIONS ARE SUSPENDED FOR MORE THAN 30 MINUTES. <br />3.INSTALL EXPANSION JOINTS @ 15' O.C. (225 S.F.) IN EACH DIRECTION AND AGAINST ASPHALT PAVEMENT AND STRUCTURES. <br />CONTROL JOINT <br />EXPANSION JOINT <br />2CONCRETE SIDEWALK 1 <br />NOTES: <br />1.ALL SIDEWALK SHALL BE CONSTRUCTED WITH CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,500 PSI AT 28 DAYS. <br />2.PROVIDE 1/2" EXPANSION JOINTS AT 20', MAXIMUM, SPACING AND FILLED WITH PREMOLDED BITUMINOUS EXPANSION JOINT FILLER <br />MATERIAL OR REDWOOD. EXPANSION JOINTS SHALL HAVE #4 DOWELS, LUBRICATED, 18" LONG, AT 12" CENTERS, 6" FROM EDGE. <br />3.PROVIDE 3/8" GROOVED CONTROL JOINTS AT 5' CENTERS. <br />4.WELDED WIRE FABRIC (6X6-6X6) SHALL BE INSTALLED THROUGH DRIVEWAYS AT 2" ABOVE SLAB BOTTOM. <br />5.PROVIDE 1/2" BITUMINOUS EXPANSION JOINT FILLER MATERIAL WHERE WALK ABUTS EXISTING IMPROVEMENTS AND AT ALL <br />CHANGES IN GRADE <br />6.USE 2-#4 REINFORCING BARS, 10' LONG OVER ALL UTILITY TRENCHES FOR NEW SIDEWALK AND CONNECTIONS TO EXISTING <br />SIDEWALK. <br />7.AT DRIVE APPROACHES, SIDEWALK PCC AND BASE THICKNESS SHALL MATCH THAT OF THE DRIVE. <br />SECTION VIEW <br />JOINT SEALANT (3/4" DEEP MIN.) <br />1/2" BACKER ROD <br />CONCRETE PAVEMENT <br />(PER STANDARD SECTION) <br />COMPACTED <br />SUB-GRADE <br />MINERAL <br />AGGREGATE BASE <br />4" <br />5" <br />CONTROL JOINT 5' <br />(MAX.) SPACING <br />CONCRETE SIDEWALK WITH <br />LIGHT BROOM FINISH <br />(SEE PLANS FOR WIDTH) <br />INSTALL EXPANSION JOINT <br />(SEE DETAIL 19 THIS SHEET) <br />COMPACTED SUBGRADE <br />4" (MIN.) COMPACTED FREE-DRAINING <br />COARSE AGGREGATE <br />CONTINUOUS 6"x6" - W1.4xW1.4 <br />W.W.F. WITH 8" LAP AT EDGES <br />2" CLEARANCE <br />CONCRETE POLYURETHANE SEALANT <br />BROOM FINISH BROOM FINISH <br />3" SMOOTH TROWEL FINISH ON <br />EACH SIDE OF JOINT AND <br />ALONG PERIMETER EDGE OF <br />WALKWAY PANELS WHERE <br />SHOWN ON DETAILED PLAN1/2" EXP. JOINT <br />PREMOLDED EXPANSION <br />JOINT MATERIAL <br />2025 LC DESIGNS INTELLECTUAL <br />PROPERTY NOTICE: <br />This drawing is the sole property of LC Designs. It <br />is loaned to the recipient for his/her confidential use <br />only; and in consideration of the loan of this <br />drawing, the recipient agrees that this drawing shall <br />not be reproduced, copied, loaned, nor used for any <br />purpose other than for which it is specifically <br />intended without the express consent of <br />LC Designs. <br />LC Designs, 2205 E Dory St, Goddard, KS 67052 <br />316-816-0771 <br />LC Designs <br />IDBA <br />R <br />MEMBER <br />AMERICAN INSTITUTE of <br />BUILDING DESIGN <br />KITTY HAWK ENGINEERING <br />BARRETT CROOK, PE, LEED AP <br />5306 MULHOLLAND DRIVE <br />SUMMERVILLE, SC 29485 <br />252-655-1056 <br />C5.1