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0.17Hot Mix As <br />Raise Concrete Headwall. <br />See Detail and Note Below <br />Sta 71 +36 (Lt) <br />Relocate Exist Roadside Sign <br />from Sta 73+86 (18' Lt) <br />to Sta 73+86 (20' Lt) <br />TP GP <br />- ' - TP <br />y. <br />f) m m PELTIER <br />s O <br />rt' + m 71 ! rn rn 74 0) <br />o'"�y— _ <br />L-4 - i-__-__-__ <br />Raise Concrete Headwall J <br />See Detail and Note Below. <br />Sto 71 +36 (Rt) <br />HEADWALL DIMENSIONS <br />Relocate Exist Roadside Sign <br />from Sta 73+17 (16' Rt) <br />to Sto 73+17 (20' Rt) <br />PELTIER <br />ROAD <br />I <br />LOCATION <br />HEIGHT <br />A <br />Sta 71+36 (Lt) <br />3.0' <br />6" (6 horiz rebars) <br />Sta 71 +36 Rt <br />2.5' <br />8" 4 horiz rebars) <br />A = Dimension referred to in Raise Headwall Detail <br />NOTE: All reinforcing steel #4 bars. Drill %" holes <br />to install rebors in existing concrete headwall and <br />epoxy in place at the designated depths and <br />spacings. Rapid Strength Concrete must be <br />utilized in the construction of raising headwall. <br />R/W <br />Const <br />EP (New) <br />7777 <br />ROAD <br />77 cut Limits 78 <br />m �. <br />--------R/W------------- fir, -� <br />—EP (New) EP (Exist) PP <br />ii � li Proposed EP <br />u <br />n u —3„ <br />u u <br />u u <br />SECTION C -C (TOP) <br />5.5' <br />6" 9„ 19„ 19„ 1901 9„ 19,. 6„ <br />A 3 <br />A 3" <br />A <br />A <br />A <br />3'� — <br />Clean existing Tq — — _12" <br />surface per bonding <br />agent specifications \\ ; 4.5" <br />IL I � V <br />RAISE HEADWALL DETAIL v <br />Sto 71 +36 (Lt & Rt) <br />COUNTY OF SAN JOAQUIN No SCALE PLAN <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />Ryan Yamada 12/93 <br />END PROJECT <br />o <br />I <br />�J I <br />+ I <br />I <br />II <br />o � <br />\ <br />I� <br />'a <br />a <br />y 79 <br />o <br />J <br />i0 <br />1.75"t Above Propose" � <br />Finished EP Grade <br />rE Proposed Roadway <br />Existing Ground <br />Height Compacted <br />E Embankment <br />Native Soil:.. <br />Two Existing 18"0 <br />Corrugated Metal <br />Pipes to remain <br />I' <br />David Me, oza <br />SECTION D -D (SIDE) RCE 42581 <br />PELTIER ROAD IMPROVEMENTS Sheet No. <br />(300' west of Bender Road to Lower Sacramento Road) 7 of 11 <br />