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DocuSign Envelope ID: 313DA256 -1EDE- 4396- A716- 4C53B809027E <br />MATCH EARTH TO <br />SIDEWALK, SLOPE <br />AWAY <br />i <br />VARIES (SEE PLAN) <br />BERM THE EARTH <br />ON THE UPHILL <br />SIDE <br />CONCRETE TO BE 3000 PSI <br />CONCRETE SIDEWALK <br />SCALE: N.T.S. <br />1 TREAD WIDTH <br />PLUS 12 ". MIN. <br />3000 P.S.I. <br />o CONCRETE- <br />to >_ <br />�IH <br />:C:4 <br />1/2" FIBEI <br />i CONCRETE II <br />o u <br />#3 AT 12" O.C. <br />#4 AT 12" O.C. 1.00' 4- <br />-2.00' <br />#4 NOSING BAI <br />SUBGRADEVTO 95% <br />MAXIMUM DENSITY <br />0000 /D1V- 02/02505A02.DWG <br />3" WIDE STRIP OF <br />WOOSTER EPDXY WP -70 <br />(BLACK) <br />SEE DETAIL 17/A6.1 FOR <br />DETAILS OF RAILINGS <br />1/2" CHAMFER <br />AT NOSING <br />CONCRETE <br />CHEEK WALL. <br />EACH SIDE <br />)"�],-1/2' FIBER JOINT <br />CONCRETE <br />8" 6" <br />1.00' 11 <br />FOR EACH CHEEK WALL, <br />2 – #3 AT 3" O.C. TOP <br />& BOTTOM WITH #3 <br />NOTE: STURRUPS 12" O.C. <br />TREAD WIDTH =MATCH EXISTING (12" MIN.), 1.5" CLEAR ALL ROUND. <br />RISER HEIGHT =MATCH EXISTING (7" MAX.) NOT SHOWN FOR CLARITY. <br />(�_L l EXTERIOR STAIR AND RAILING <br />SCALE: N.T.S. <br />222 cloister court <br />chapel hill, nc 27514 <br />1111 919.401 .8586 <br />www.cra- ae.com <br />Date <br />11/30/17 <br />Dwg. ABD -1 <br />Scale <br />NTS <br />Ref. Dwg. C2.0 <br />Title <br />Details of Sidewalk and <br />Exterior Stair and Railing <br />Project <br />Passmore Center <br />Addition and Renovation <br />Hillsborough, North Carolina <br />