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Roadway Reconstruction <br /> Const. & R/W <br /> R/W 60' — R/W <br /> R/W 50' <br /> i1 <br /> 1 <br /> R.&D. 91 L.F. Exist. C&S <br /> • 0.12 Conform % / , — <br /> R &D 288 288 L.F. Place 91 L.F. C&G <br /> Exist. C&G <br /> 0.12 Conform ECR '% �u Sta. 12+12 — 15' Lt. Sta. 14+99 — 15 Lt. <br /> Place 18 Dia. Storm <br /> Place 288 L.F. Conform ECR <br /> CG&S — includes 2 <br /> R.&D. 18 L.F. Exist. CG&S ; W ( Drain Inlet. Handicap Ramps � E <br /> Sta. 11 +25 — 15' Lt. <br /> Place 18 L.F. CG&S xist. Water Meters ' W <br /> Place 18" Dia. Storm irk with Handicap Ramp 3 R.&D. Exist. and Boxes to be n I ao <br /> Drain Inlet. 00 p adjusted <br /> othersto grade <br /> R/W Z R.&D. 12 L.F. Exist. C.G&S R/W c <br /> M ; SDI & Pie Y1 9 ) Sta. 10+20 PI) W I Place 12 L.F. CG&S i + c°� Sta.15+97.... <br /> Q _ <br /> i Q co <br /> r <br /> F' 1 2"W — — — ? <br /> Irl <br /> W �, ,✓ F n <br /> ;W <br /> LU +l R.&D. 10 L.F. Exist CG&S v — — 6^yy — — `� w <br /> W Place 10 L.F. CG&S I I I R.&D. Exist. SDI r�i v7 <br /> ( M R.&D. Exist. SDI W <br /> Z *' N 5 16 LO <br /> D 1 1 R.&D. Exist. SDI & Pi 12 13 14 <br /> M <br /> 3 <br /> Ki <br /> 12"W <br /> WV = <br /> » . �. ;, _ i <br /> ., <br /> " I � KNESUHM .� �`a' °^ ilii � Q � •'f� � <br /> C <br /> v Sta. 12+12 — 15' Rt. n (n E <br /> E Sta. 11+25 — 15' Rt. n I w <br /> R W o Place 18 Dia. Storm R W E � % '`� Sta. 14+99 — 15 Rt. o R/W <br /> / N Place 18' Dia. Storm Drain Inlet. and 30 L.F. / ro Of O co c <br /> P, 0 Drain Inlet. and 30 L.F. I I c = I + Place 18' Dia. Storm O 0 <br /> Drain Inlet. and 30 L.F. + c) <br /> + c) of 18" Dia. Alt. Storm N of 18" Dia. Alt. Storm 0 U R.&D. 8 L.F. <br /> Drain Pipe. I I Drain Pipe. �, I '; of 18" Dia. Alt. Storm <br /> R.&D. 60 L.F. Exist. CG&S BCR o wu o Drain Pipe. Exist. CG&S <br /> Place 60 L.F. CG&S'I R.&D. 18 L.F. Exist. CG&S onfo mI I �- Conform ECR _I F I Place 8 L.F. CG&S <br /> Place 18 L.F. CG&S I N R.&D. Exist. SDI R.&D. 28"8 L.F. I *:, <br /> y i i i i i i i x; ni ✓� i R.&D. Exist. SDI & Pipe <br /> with Handicap Romp I I R.&D. 38 L.F. Exist. CG&S <br /> Exist. C&G +I <br /> Place 288 L.F. <br /> Place 38 L.F. CG&S I Place 142 L.F. <br /> i I I CG&S — includes I Exist. C&G L.F. <br /> CG&S — includes 1 <br /> Handicap Ramps Handicap Ramp <br /> _ Conform to exist. driveway <br /> d R/W I R/W <br /> Qry <br /> II II <br /> W IIS illi <br /> W + <br /> Refer to page 8 for <br /> Z <br /> additional Intersection Details. <br /> SCALE: 1 = 20' Refer to page 8 for <br /> additional Intersection Details. <br /> U.S.G.S. DATUM <br /> 104 104 <br /> I � I <br /> of <br /> ooto <br /> 102 0, O1 Finished L Const. ° 102 <br /> w . .. . <br /> c6 i v <br /> rn w I y w <br /> a>i I w <br /> w 0 Existing profile ^n <br /> 100 l N N Lip Grade Right + op _-rn - - - - - - - - - - - - - 100 <br /> n + <br /> - - - - - <br /> - - - - - - - - - —.— - —0.107 <br /> M + a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -,- - - - - - +0.317 <br /> - - - - - - - - - - - - - - -- - Lip Grade. Left -0.507_ - <br /> - - - - - - - - - - -- - - - + - - - - - - - - - - - - - - - - - - - - - - - - -- - - - _ — —.—. —..— — <br /> +0.187 <br /> —0.407 - - - - - +0.537 _ � -- --- ------ <br /> __.— _ -_-- ---- O Existi g Gutter Grade Left <br /> 98 N +0.107 +0.277 rn 98 <br /> Ln 00Existing utter Grade Right <br /> . rn <br /> Existing Gutter Grade Right � <br /> Existing Gutter Grade Righht <br /> Existing Gutter Grade Left Existing Gutter Grade Left v+ <br /> a� a� 96 <br /> 9 6 o' <br /> Q) 0 v <br /> -o -o <br /> 0 0 <br /> 0 Cj a <br /> J J <br /> 94 a a 94 <br /> SCALE: Horiz. 1 " = 20' <br /> Vert. 1 " = 2' <br /> 92 92 <br /> EXC. <br /> EMB. <br /> STA. 11 12 13 14 15 16 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> WEBSTER AVENUE RECONSTRUCTION NO. SHEETS <br /> COUNTY OF SAN JOAQUIN SCALE AS SHOWN PLAN AND PROFILE (Alpine Avenue to North End) 5 9 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE <br /> profile.dwg e:\project\webster\profile <br /> - w ICO --- <br />