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Vert <br />CG&S <br />(Exist; <br />e <br />5' CG&S <br />Exist PCC/AC Dwy) _ _ 5' CG&S Vert <br />to Remain in Place) Trans cc <br />Retaining <br />(Exist) <br />Exp JtJ per RSP A88A <br />Dowel @ 36" Max <br />with #5 rebars. PLAN VIEW <br />(Typ O Conforms) DRIVEWAY DETAIL <br />Alpine Avenue: 67+00 to 88+76 (Lt & Rt) <br />To be paid for as Minor Concrete (Driveway) <br />Lip/EP FL BOW � Conform <br />2'�� 4.5 — Replaced Dwy <br />1121J 52 <br />5 (Std) <br />�2% Max ax 10% M <br />1' Wing Exist PCC Dwy <br />Q Retaining curb (to remain in place) <br />if Necessary SECTION BB <br />— <br />Typical Section of Modified CG&S (at Driveways) <br />Replaced Dwy <br />5' (Std) X <br />4.5' <br />Sidewalk <br />---� 2 <br />For replaced driveways <br />that vary from the <br />5' standard, see Sheet <br />13 for a complete list <br />Also, see Place AC <br />(Miscellaneous Areas) for <br />locations that will have <br />AC not PCC at BOW. <br />BOW <br />�2 6 PCC Beow7Lip Planed <br />AC (New *1' Roadway <br />(Misc Areas) _ <br />0.30' Thick // _ AC <br />(Misc Areas) <br />Thick <br />PLACE AC (,MISCELLANEOUS AREAS) <br />Alpine Avenue: 54+09 to 88+76 (Lt & Rt) <br />* Max Payment Width for AC (Miscellaneous Areas) <br />NOTE: AC Width may be increased as needed for conform <br />or slope reasons with approval from the Engineer. <br />67+30 to 67+71 (Lt) -4' � 69+62 to 71+02 (Rt)-2'� <br />69+88 to 70+20 (Lt) -4' � 86+23 to 86+40 (L'i)-6' A <br />70+56 to 70+88 (Lt) -4' 0 86+83 to 86+98 (Lt) -6'& <br />COUNTY OF SAN JOAQUIN <br />BY <br />NO SCALE <br />Planed, <br />Surface <br />4' Min <br />See Note Below <br />0.33' Asphalt Concrete <br />PAVEMENT REPAIR DETAIL <br />Note: <br />Width (4' minimum). Approximate <br />dimensions used for estimating <br />purposes are available upon request. <br />Dimensions and locations are subject <br />to change at the Engineer's discretion <br />(8" max aggregate size <br />Line ar <br />saw cut <br />PORTABLE CHANGEABLE MESSAGE SIGN <br />Location Quantity <br />Alpine Avenue: 2 EA <br />Sinclair Avenue: 2 EA <br />Total 4 EA <br />PAVEMENT <br />Location <br />8 Locations throughout Pro <br />(See RE after Planing) <br />—n" <br />Quantity <br />45 SQYD <br />Total 45 SQYD <br />I�-2" <br />yp 6 6", 1-t "x 3}" Key, <br />MODIFIED ROLL (unless poured monolithic) <br />CURB. GUTTER & SIDEWALK <br />Alpine Avenue: <br />Note: <br />[115/8 x 24" Long steel dowels, greased and wrapped <br />one side through all expansion and cold joints. <br />67+30 to 67+71 (Lt) 69+62 to 71+02 (Rt) <br />69+88 to 70+20 (Lt) <br />70+56 to 70+88 (Lt) <br />rae� -- -Survey Mon F&C <br />See SJ County <br />Agan Std Dwg CW—M1 <br />�r-AC Overlay <br />Exist Survey Monument—�� '�Undisturbed <br />(to remain in place) basement soil <br />SURVEY MONUMENT BOX <br />INSTALLATION DETAIL <br />NOTES: Alpine Avenue: 61+53 (CL) 66+98 (CL) <br />11 Elevation of frame shall match finished grade of pavement a"t <br />2] Class 3 PCC collar placed around monument frame. <br />E <br />Sheet No. <br />11 of 13 <br />Trans <br />Retaining Conform B <br />curb Vor Width <br />at BOW <br />6» <br />if necessary <br />(Typ) <br />(Typ) 10% <br />Max Slope <br />' <br />BOW <br />2% <br />8.33%� <br />Max Slope <br />_8,33% <br />i <br />Max Slope <br />; <br />Max Slope <br />Lip/EP <br />r,rnnvinnL natnil (Tvn) o <br />Exp JtJ per RSP A88A <br />Dowel @ 36" Max <br />with #5 rebars. PLAN VIEW <br />(Typ O Conforms) DRIVEWAY DETAIL <br />Alpine Avenue: 67+00 to 88+76 (Lt & Rt) <br />To be paid for as Minor Concrete (Driveway) <br />Lip/EP FL BOW � Conform <br />2'�� 4.5 — Replaced Dwy <br />1121J 52 <br />5 (Std) <br />�2% Max ax 10% M <br />1' Wing Exist PCC Dwy <br />Q Retaining curb (to remain in place) <br />if Necessary SECTION BB <br />— <br />Typical Section of Modified CG&S (at Driveways) <br />Replaced Dwy <br />5' (Std) X <br />4.5' <br />Sidewalk <br />---� 2 <br />For replaced driveways <br />that vary from the <br />5' standard, see Sheet <br />13 for a complete list <br />Also, see Place AC <br />(Miscellaneous Areas) for <br />locations that will have <br />AC not PCC at BOW. <br />BOW <br />�2 6 PCC Beow7Lip Planed <br />AC (New *1' Roadway <br />(Misc Areas) _ <br />0.30' Thick // _ AC <br />(Misc Areas) <br />Thick <br />PLACE AC (,MISCELLANEOUS AREAS) <br />Alpine Avenue: 54+09 to 88+76 (Lt & Rt) <br />* Max Payment Width for AC (Miscellaneous Areas) <br />NOTE: AC Width may be increased as needed for conform <br />or slope reasons with approval from the Engineer. <br />67+30 to 67+71 (Lt) -4' � 69+62 to 71+02 (Rt)-2'� <br />69+88 to 70+20 (Lt) -4' � 86+23 to 86+40 (L'i)-6' A <br />70+56 to 70+88 (Lt) -4' 0 86+83 to 86+98 (Lt) -6'& <br />COUNTY OF SAN JOAQUIN <br />BY <br />NO SCALE <br />Planed, <br />Surface <br />4' Min <br />See Note Below <br />0.33' Asphalt Concrete <br />PAVEMENT REPAIR DETAIL <br />Note: <br />Width (4' minimum). Approximate <br />dimensions used for estimating <br />purposes are available upon request. <br />Dimensions and locations are subject <br />to change at the Engineer's discretion <br />(8" max aggregate size <br />Line ar <br />saw cut <br />PORTABLE CHANGEABLE MESSAGE SIGN <br />Location Quantity <br />Alpine Avenue: 2 EA <br />Sinclair Avenue: 2 EA <br />Total 4 EA <br />PAVEMENT <br />Location <br />8 Locations throughout Pro <br />(See RE after Planing) <br />—n" <br />Quantity <br />45 SQYD <br />Total 45 SQYD <br />I�-2" <br />yp 6 6", 1-t "x 3}" Key, <br />MODIFIED ROLL (unless poured monolithic) <br />CURB. GUTTER & SIDEWALK <br />Alpine Avenue: <br />Note: <br />[115/8 x 24" Long steel dowels, greased and wrapped <br />one side through all expansion and cold joints. <br />67+30 to 67+71 (Lt) 69+62 to 71+02 (Rt) <br />69+88 to 70+20 (Lt) <br />70+56 to 70+88 (Lt) <br />rae� -- -Survey Mon F&C <br />See SJ County <br />Agan Std Dwg CW—M1 <br />�r-AC Overlay <br />Exist Survey Monument—�� '�Undisturbed <br />(to remain in place) basement soil <br />SURVEY MONUMENT BOX <br />INSTALLATION DETAIL <br />NOTES: Alpine Avenue: 61+53 (CL) 66+98 (CL) <br />11 Elevation of frame shall match finished grade of pavement a"t <br />2] Class 3 PCC collar placed around monument frame. <br />E <br />Sheet No. <br />11 of 13 <br />