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i (` � E.P. -�� CoL 1 Z 16'4' 1 Const. Rj W Begin Widening Var. Sta. 38+25 Rt. 4't 0' to 8 0' 40' 80' Const. & RAW i LEGEND SCALE: 1 "= 40' Limits of Clearing & Grubbing, Earthwork (Roadway Widening) Approximate location P.G.& E. Gas Line - Var. ---- 0.90' Asphalt Concrete Widening Approximate location 20' to 28' 6" A.C.P. Water Line Limits of Asphalt Sta. 39+25 Rt. Var. 4't Var. Concrete Planing ' 12' to 24' 0' to 12' Depth of Asphalt Conform Conform 0.00 Concrete Planing (0.10' A.C.) -- q_ Const. Curve Data B.C. Sta. 39+62.67 + 2% _ - - 89 L = 5'46'43" Existing tree to remain in place , ems R = 4,297.18' _ ... T = 216.88' x - x -- Existing fence to remain in place Ch = 433.21 ' i Refer to Sheet 3 - 0.30' A.C. L = 433.40' �" - for Planing Detail 1 0.30' Shoulder 0 = 1 '20' Backing 0.60' A.C. Base STORM DRAIN LEGEND � Existing Roadway — D — Existing 24"0 Drainage Culvert Q Q I k — D — 24"0 Storm Drain (Trunk Line) 0 EIGHT MILE ROAD Storm Drain Manhole (24" Dia.) Cif % TYPICAL WIDENING FOR RIGHT TURN LANE 0 Refer to Sheet No. 3 for details J Storm Drain Inlet (24" Dia.) ® Place Frame & Grate G -`L' Const Refer to Sheet No. 3 for details � R W Const. �- Direction of Surface Drainage r Limits of Clearing & Grubbing, Earthwork (Roadway Widening) W I --- — ---- 38'-45' CL Const. Curve Data 1 Var. „ ' 1 'f Var. 2' Var.* D = 4'12'30" 4' to 9' 0' to 12' 8' to 14' Lua metal beam N R = 6,875.50' Conform il � T = 252.61' / I (0.10' A.C.) LC) Ch = 504.88' �+ 2% 0.30' Shoulder `L R W za' :w ._ 8- Backing + L = 505.00' End Widening -'M 0 0 = 0'50' Const. Sta. 42+25 R 4'I or a / - - Monument Box Refer to Sheet 3 0.30' A.C. '` Conform `OGG'�� `� DAVIS ROAD for Planing Detail 2 k c) L — — - � % 0.60' A.C. Base — — m r`h — — — Existing Roadway - 102 N 103 N 104 N a 105 106 * Imported Borrow / native soil N N < Refer to Cross Section for Deviations in Width Sta. 42+78.62 - Eight Mile Rd. = from excavations D D Sta. 106+81 .64 - Davis Rd. BeginWidenin -x x — x — x - x _-_ x _ _ x ___ DAVIS ROAD _ _-4 - x --- x �� End Widening X -- x Sta. 102+55 Rt. 1 �_- M H #1Sto. 106+30 Rt. Existing 24"0 Drainage Culvert TYPICAL WIDENING FOR RIGHT TURN LANE Sta. 104+37J M.H.#2 - Existing gate to Sta. 104+57 Approximate location I ^�� remain in place P.G.&E. Gas Line x +37 47' Rt. - +81 �5' Rt. 27' Rt 0' 40': 80' . - _ 1 Tap of CoveM•H r #� HQR Z - M - GENERAL NOTES +o Elev. = 18.10± .H.#2. . 0� 2' . 4 ' E 1S Top o +37 47' Rt: R 18 1 All t t _-. 1 trees are o remain In place. C ver f o ev - . ..� .2. t. . . . S. . SCALE VE T.. D i PROFILE „ - °P - _ 2. facilities shall remain In place unless Existing 24 0 42 L.F. 24 0 Alternative Drain Pipe (Type A) S=0.001 Elev. of 16.24: otherwise (noted on and Ilplan 16 Storm Drain until _ : . . . 2 0 Existing In _rt the lower layers have been In place a minimum of 12 hours. E • ting Dra age Culvert nt ao eth f asphalt 3. Placement a top layer o halt concrete shall not begin Approx. d 4. The Imported Borrow material shall be a clay-type material selected Ot [4E �� C f�nect to S:D.I. n/oEight 14 for its ability to rresist erosion. h The Resistance alue (R-Value) _ - � . . . .. . . . . ... .. . . . . . . . .. . . . . . . . . . : . . 1 - - 'p> and Sand Equivalent shall be waived for this material. I Mlle Rd. f 319 L.F. 24"0 Alternative Drain Pipe (Type A) S-0.0008 q _ - , 5 f the alt binder used In the asphalt Connect to Manhole FL 10.:59 concAetevlshalllbeg8000. 0 �. 1355 asphalt SHEET GRAND 12 13.30 -Approx. Existing Profile FL = 13.00f TOTAL TOTAL Cu. Exc. I I I Yds. Emb. 4- _ M STA. 102 103 104 105 106 107 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL Carole Griffin 196 — — -- — — — COUNTY OF SAN JOAQUIN SCALE AS SHOWN PLAN AND PROFILE EIGHT MILE ROAD AND DAVIS ROAD NO. SHEETS �� °�%�� 3��4 & TYPICAL SECTIONS (Right Turn Widening) 2 3 FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE A% 470 carol evdovis-8vplanvpp