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Const. Const. <br /> ILimits of Clearing, Grubbing & Eal hwork (Roadway Widening - Type 2) <br /> Limits of Clearing and Grubbing and Earthwork (Roadway Widening - Type 1) <br /> 4' 4' - 16' 16' _ 4' 4' 1 , Va r. 4' 16' 16' 4' 4' 1 ' <br /> 4'-29' <br /> 24' Pavement Reinforcing Fabric A 0 0.25'- Sta. 123+00 to Sta. 128+00 <br /> Sta. 135+00 to Sta. 139+84 <br /> Sta. 147+00 to Sta. 160+43 von 8% Conform <br /> 0-6 10'-16' 9'-16' 0-7' 0.40'- Sta. 54+03 to Sta. 121+00 / / / 8% <br /> Sta. 130+00 to Sta. 133+00 Conform 8% or. <br /> 8% A 0.5' Maximum Fabric Overlap <br /> Conform �_ Var. Var. �� Co Conform Refer to Plan and Profile, Sheet No. 3 for F1 <br /> r.=' !� 1.00' Full Depth <br /> 8% - <br /> Asphalt Concrete <br /> - - - - ' X-Slope changes and superelevation transitions. P <br /> dor � or Embankment, Shoulder <br /> 41)f�l p Earth shoulder slope shall be increased to Backing Material TYPICAL SECTION <br /> _ iii �` <br /> L As halt ��� �_����� 8% in areas of crowned avement section.7 Existing Roadway rete Widening (Typ.) P (TyP ) N.T.S. <br /> Embankment, Shoulder - <br /> Backing Material Variable Depth Asphalt Concrete• Sta. 139+84 to Sta. 147+00 <br /> (TYP•) <br /> TYPICAL SECTION <br /> N.T.S. <br /> Sta. 53+03 to Sta. 139+84 <br /> Sta. 147+00 to Sta. 160+43 GENERAL NOTES <br /> 1. Earthwork (Shoulder Backing and Embankment)-Attention is directed <br /> (� to Section 19-6.01, "Placing," of the Standard Specifications. <br /> i The minimum required width of horizontal cutting (benching) into <br /> Const, the existing embankment or original hillside when constructing <br /> Inew embankments shall be reduced to 2 feet. Benching will not <br /> Limits of Clearing and Grubbing and Earthwork be required where slopes are 4' to 1' or flatter. <br /> (Roadway widening - Type 1) I LEGEND 2. All earthwork, (except for final grading of shoulders) shall be completed <br /> 2t— Y X 4' 12' R Conform to Existing Radius prior to placing finished course of Asphalt Concre e. <br /> Limits of Asphalt Concrete Planning 3. Asphalt Concrete shall be placed as noted below: <br /> = h 0.00' Depth of Asphalt Concrete Planning 0.25' A.C. Thickness - Two (2) layers of approximate equal thickness with <br /> Pavement Reinforcing Fabric placed between the layers. A.C. widening shall <br /> ConformVar, be placed and compacted prior to beginning overlay. <br /> -8%- 0.75' Asphalt Concrete Widening 0.40' A.C. Thickness - Three (3) layers of approx mate equal thickness with <br /> / ( Pavement Reinforcing Fabric placed between the second layer and the top layer. <br /> Variable Depth Asphalt Overlay A.C. widening may be placed simultaneously with the first layer of the overlay. <br /> 0.25' Shoulder Backin 0.75' Asphalt Concrete Water Valve Existing Frame and Cover to be adjusted to grade. 4. Native material from excavation of widening areas shall be spread and <br /> SHOULDER DETAIL Refer to City of Tracy S.P. No. 114 for details. compacted on embankment areas provided a minimum depth of 0.25' <br /> shoulder backing material is maintained for the 4 adjacent to the E.P. <br /> N.T.S. O Sanitary Sewer Manhole (Existing- Frame and Cover to be <br /> adjusted to grade. Refer to S. . Co. Std R-30 for details. 5. Existing pavement from sta. 139+84 to sta. 1474-00 shall be obliterated <br /> �11 Limits X Y -0- Utility Pole to remain in place. and may be incorporated into shoulder backing material. Payment for this <br /> oSta. 74+00 t0 Sta. 78+00 � • work will be by Earthwork (Roadway Widening - Type 2) <br /> (Rt.) 4 4 <br /> + \ / <br /> � I 100' A.C. Sta. 147+00 to Sta. 149+00 (Lt.) 4' 4' 6. Existing highway and utility facilities shall remain In place unless <br /> i o Trans. Sta. 149+00 to Sta. 150+00 (Lt.) 6' 2' otherwise noted on the plan. <br /> V) <br /> I E lam—50'f <br /> I ° I o <br /> `oI '— ` <br /> U o a`i 0.40' A.C. Overlay 200' A.C. Trans. 0.25' A.C. Overlay <br /> N-a <br /> o <br /> M 3 00 Sta. 79+32 Adjust Survey Monument <br /> / pQ o a.& O Frame and Cover to grade R/W Const. <br /> / O $ v <br /> MM <br /> R -o- M EP � <br /> 0 <br /> 122 1 3 io io 125 126 127 �o <br /> 3 54, o 74 t° 79 80`° `° % i // / / /�/ i <br /> '� Zo <br /> �� / m ; co in io <br /> LZ rn ' k x x, x �, "// <br /> �� EP v 70't 18' <br /> Z R ,c n A 8' / Conform \ 50' / R <br /> c N c M R/W \ o / Existing A.C. Dike <br /> Air Relief Valve box c + \ Z / a 9 <br /> \ + 3 to remain in place oN 1 a s 3 N o c d P <br /> M a W g} \ Q / E to remain in lace <br /> C00 <br /> \ Ln c 3 o-j c - c + v + <br /> \ a a o w- a' o Z 3co <br /> 0 m Existing Fire Hydrant w V) 000 m( n 3 N ga c N <br /> to remain in place a_ o <br /> BEGINNING OF PROJECT w V) m , <br /> 0.25' A.C. Overlay <br /> 200' A.C. Trans. 0.40' A.C. Overlay . 200' A.C. Trans. 0.25' A.C. Overlay <br /> N <br /> Const. b R/W Const. <br /> o <br /> 7h'7<,X\. <br /> 129 130 io io 132 1 3 ' 134 /; ;���" ' �: i i 135 io 136 OO 137 tO 1 <br /> a� <br /> : ap <br /> "J t <br /> V <br /> y <br /> v <br /> R <br /> R/W /W <br /> DRAWN BY DATE PROJi <br /> NGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE 0 40 80 Q(�Hl) RO R UR N STOTAL <br /> %Chad Gamble 9/96 � ` (� n ^ , g COUNTY OF SAN JOAQUIN PLAN & AND <br /> i�� ' A„ IMPF SHEETS <br /> 1 �° w"o- � � //� i ���/� SCALE IN FEET TYPICAL SECTION Hansen D Road t Lammers Road) 21 <br /> 4 <br /> FILE NAME DRAWER I SHEET NO. I ACAD REVISIONS DATE <br /> e:\chad\schulte\plant <br />