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BEGIN LINNE ROAD <br />IMPROVEMENTS <br />32' x 300' x 1,25' AC/P.C.C. Reconstruction <br />Sawcut, remove and dispose existing A.C. to 1.25' depth <br />'100' <br />R/W (Tracy City Limits) <br />R -- -- ^ <br />I <br />55 ;0' 56 25' c7 sa <br />U LINNE------------------ <br />•+ <br />- - -- ►* <br />0.35' AC Overlay <br />OL Construction <br />Station 59+52 Clean <br />existing 18" x 40' CMP <br />'ON 133HS I 83MV80 <br />"�iil� .ili�"'i!i �'10iS► �i�i "liRi9!" _ :"w9 w: r ti O� • "y r �i!� w <br />z <br />n <br />0 <br />R/W <br />Variable Depth Asphalt R <br />P <br />R W <br />/ <br />o <br />4 <br />Concrete Overlay <br />, <br />— HPG Existing HPG Line <br />, <br />_n <br />o <br />0 <br />0 <br />3 <br />'_• Vie, �! l��a_'�.,d � �.e�i � �iti.�.,�i <br />'� <br />V <br />A <br />� <br />De th of Asphalt <br />� <br />Right of Way boundry-'r <br />Stu, 53+04, 19' Lt. <br />.Li .�3A._ <br />i <br />- <br />Right of Way centerline <br />Ln <br />CA <br />v++ <br />U <br />4M <br />Refer to drainage swole <br />rn <br />p <br />o <br />ba <br />to be adjusted to <br />• <br />o <br />grade by others <br />N <br />detail on sheet 2 <br />- - - - <br />- - - - - - - <br />- <br />J <br />rn - - - - - <br />-----— <br />- <br />��. w <br />ro <br />00 <br />M <br />62 <br />Place 12' x 200' x 1.25' P.C,C. Pavement <br />Refer to SP A358 & A35C for details + <br />63 64 <br />+ n <br />65 <br />25' <br />m' +m <br />66 67 68 69 70 0'- <br />Ln <br />o <br />o <br />m <br />R/W (Tracy City Limits) <br />R -- -- ^ <br />I <br />55 ;0' 56 25' c7 sa <br />U LINNE------------------ <br />•+ <br />- - -- ►* <br />0.35' AC Overlay <br />OL Construction <br />Station 59+52 Clean <br />existing 18" x 40' CMP <br />'ON 133HS I 83MV80 <br />"�iil� .ili�"'i!i �'10iS► �i�i "liRi9!" _ :"w9 w: r ti O� • "y r �i!� w <br />z <br />R T T -- T -- --- T -- T — O <br />LEGEND <br />R/W <br />Variable Depth Asphalt R <br />P <br />R W <br />/ <br />o <br />M Exist. EP, <br />Concrete Overlay <br />, <br />— HPG Existing HPG Line <br />, <br />_n <br />o <br />Existing Fence Line <br />'_• Vie, �! l��a_'�.,d � �.e�i � �iti.�.,�i <br />'� <br />V <br />A <br />� <br />De th of Asphalt <br />� <br />Right of Way boundry-'r <br />Existing Shrub Line <br />.Li .�3A._ <br />i <br />- <br />Right of Way centerline <br />-- T --- Existing Fiber Optics <br />CA <br />v++ <br />U <br />4M <br />Refer to drainage swole <br />R T T -- T -- --- T -- T — O <br />t'" o o �' o <br />`E + <br />c 20 <br />;W Swale Limits <br />A.C. <br />Approx, Tracy <br />City Limits <br />(Includes Paved Driveways) <br />0.35' AC Overlay <br />Limits of Existing Roadside Ditch <br />��P <br />LEGEND <br />R/W <br />Variable Depth Asphalt R <br />P <br />R W <br />/ <br />o <br />M Exist. EP, <br />Concrete Overlay <br />Exist. Utility Pole <br />— HPG Existing HPG Line <br />w R/W <br />_n <br />o <br />Existing Fence Line <br />N <br />n E.P. <br />V <br />A <br />II <br />De th of Asphalt <br />II <br />Right of Way boundry-'r <br />Existing Shrub Line <br />+ <br />i <br />- <br />Right of Way centerline <br />-- T --- Existing Fiber Optics <br />CA <br />v++ <br />U <br />4M <br />Refer to drainage swole <br />rn <br />p <br />o <br />ba <br />to be adjusted to <br />• <br />o <br />grade by others <br />N <br />detail on sheet 2 <br />- - - - <br />- - - - - - - <br />t'" o o �' o <br />`E + <br />c 20 <br />;W Swale Limits <br />A.C. <br />Approx, Tracy <br />City Limits <br />(Includes Paved Driveways) <br />0.35' AC Overlay <br />Limits of Existing Roadside Ditch <br />��P <br />LEGEND <br />R/W <br />Variable Depth Asphalt R <br />P <br />Conform to existing radii <br />9 <br />�_�- ti Existing Ditch <br />Concrete Overlay <br />Exist. Utility Pole <br />— HPG Existing HPG Line <br />0.90' Depth Asphalt — - - — <br />R/W-Tracy City Limits boundry <br />Existing Fence Line <br />Concrete Widening <br />A <br />0.00' <br />De th of Asphalt <br />Concrete -- - - — <br />Right of Way boundry-'r <br />Existing Shrub Line <br />79 �- 80 ° <br />Pavement Planing <br />- <br />Right of Way centerline <br />-- T --- Existing Fiber Optics <br />Limits of Asphalt Concrete <br />Existing water valve frame <br />Existing C.P.T. Cover <br />rn <br />Pavement Planing ® <br />and cover to be adjusted to <br />to be adjusted to <br />• <br />Existing Monument <br />grade by others <br />grade by others <br />Co.y <br />+ + + <br />01 Obi O <br />Sawcut and remove existing PCC driveway 16' from 9 of construction <br />(Approximately 32 S.Y. of concrete removal at Stations 62+41 and <br />64+36. Payment for this work shall be considered as included in the <br />Clearing and Grubbing Bid Item) <br />R/W R/W Exist. E.P. OL E.P. <br />Construction <br />0.35' AC <br />Sta. 72+40, 16' Lt. <br />Existing 4'x6' concrete <br />- Sto. 71+10, 17' Lt. pad with 3 water valves Sta, 79+03 <br />Grade paved shoulder to R/W (Tracy City Limits) Const. � <br />match concrete pad angle point <br />9 P cn <br />R/W <br />(Tracy <br />City Limits) <br />CD 0 <br />A <br />A <br />S <br />0 <br />73 <br />74 25' 75 <br />76 77 78 <br />79 �- 80 ° <br />0 <br />? <br />o <br />No <br />� <br />m <br />rn <br />Z. <br />-LINNE <br />- - - - <br />- - - - - - - <br />- <br />J <br />rn - - - - - <br />-----— <br />- <br />��. w <br />ro <br />00 <br />M <br />62 <br />63 64 <br />65 <br />25' <br />m' +m <br />66 67 68 69 70 0'- <br />� <br />o <br />+ <br />m <br />00 <br />—. 1 --. T _ T - T __-_ T T T -_ T -_ <br />r'YY Y�T <br />T -_- i->`11aY T T T <br />25 ,CD <br />'Y',� <br />T- T __ T -_-_ T % <br />_-'-IP.LI''y"Yl��`r{G-IPi\�IP�`�Fl� <br />T- <br />"rir" v ��i-"-'�F1'�'rvrT'f3'_.� �t-� ,or-td�fi-- <br />2-0 <br />< f° <br />- <br />- - - <br />- <br />- <br />- - <br />- - - - <br />- - - - - - - - - - - - - - - - - - - - - <br />m <br />- - <br />�; <br />�o� <br />o <br />LINNE <br />ROAD o+ <br />=rO--- <br />T ----- T --- T ------ T <br />T T - <br />- <br />T - <br />T <br />T T --- T T 7 - T T T <br />T - <br />- T <br />-- T <br />--- T --- <br />5 <br />2i' <br />T --- <br />T ---- T---- T - T T <br />- T -- T T T T T T T T T T T T T T --- T --- T ----- T --- T T T T T T T <br />O <br />+ + + <br />01 Obi O <br />Sawcut and remove existing PCC driveway 16' from 9 of construction <br />(Approximately 32 S.Y. of concrete removal at Stations 62+41 and <br />64+36. Payment for this work shall be considered as included in the <br />Clearing and Grubbing Bid Item) <br />R/W R/W Exist. E.P. OL E.P. <br />Construction <br />0.35' AC <br />Sta. 72+40, 16' Lt. <br />Existing 4'x6' concrete <br />- Sto. 71+10, 17' Lt. pad with 3 water valves Sta, 79+03 <br />Grade paved shoulder to R/W (Tracy City Limits) Const. � <br />match concrete pad angle point <br />9 P cn <br />CD 0 <br />A <br />A <br />S <br />72 <br />73 <br />74 25' 75 <br />76 77 78 <br />79 �- 80 ° <br />0 <br />? <br />o <br />rn <br />Z. <br />-LINNE <br />- - - - <br />- - - - - - - <br />- <br />J <br />rn - - - - - <br />-----— <br />- <br />ROAD <br />00 <br />U) <br />m' +m <br />+ <br />00 <br />—. 1 --. T _ T - T __-_ T T T -_ T -_ <br />r'YY Y�T <br />T -_- i->`11aY T T T <br />25 ,CD <br />'Y',� <br />T- T __ T -_-_ T % <br />_-'-IP.LI''y"Yl��`r{G-IPi\�IP�`�Fl� <br />T- <br />"rir" v ��i-"-'�F1'�'rvrT'f3'_.� �t-� ,or-td�fi-- <br />-i^v'�7T-fTF--c�G"'=>r"'�r'9-?-"�`Tv'9: <br />C3 <br />" O <br />R/W � R/W GE <br />Construction <br />VExisting 18" SDI Existing Utility Vault <br />to remain to remain <br />Exist, E.P. <br />E.P. <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br />,1 ) COUNTY OF SAN JOAQUIN 1" = 30' LINNE ROAD LINNE ROAD AND MACARTHUR DRIVE IMPROVEMENTS NO. SHEETS <br />V CJnf& 06/07 6 ��' jl e k� '0)/ 2-)# IMPROVEMENT PLAN (Linne Road: Tracy Blvd to MacArthur Drive; MacArthur Drive: Linne Road to 1,800' south) 3 6 <br />FILE NAME DRAWER SHEET NO. XQAD REVISIONS DATE <br />K:\Projects\2007\JZ-Linne Road Improvements\Plans\Linne Road All.dwg <br />su qi(7 <br />