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i <br /> 1 <br /> F <br /> n <br /> L <br /> O <br /> Z <br /> Q <br /> O <br /> I Z <br /> Z I <br /> I al <br /> /R <br /> 1 R/W /W <br /> I <br /> LO o <br /> 79 80 81 182 83 84 M N 85 M 86 87 M 8 z <br /> �..__ . - .... ....I ........-. .- I 1... ..... ................ I ...- _! .... ................ ... I .... .. 1 ...... . ... ... .. ( ...... ... <br /> M N N <br /> N - <br /> / F- <br /> TP Ga / �. � ��% / '///i/X �/�/ M ���// /'�'/i%// <br /> o <br /> R/W rnI / <br /> N N <br /> Mo o` `� Irrigation Pipe and R W <br /> o I o I o Irrigation Valves I 0 <br /> + a Un o a to remain in place. <br /> Li + + ao Existing Sprinklers <br /> Cons . 85+42.09 to remain in place. <br /> Limits of Clearin & Grubbing & Sta. 81 +85 Rt.- Remove <br /> Earthwork (Roadway Widening) Evergreen Tree <br /> Remove 20 - 4" t 0 Cherry Trees <br /> Limits of C.C.O. #1 1 500' E.P. Transition <br /> - --- 0'-12' 4' 4' <br /> Conform <br /> 2% - 8q V�� <br /> - \ Sta. 79+00 on this sheet is equal <br /> - to Sta. 109+00 on Resurfacing Plans N <br /> 0.60' A.C. Widening 0.30' Shoulder Backing <br /> TYPICAL SECTION <br /> Sta. 79+50 to Sta. 96+20 (Right Only) CI I Q <br /> 90+38.20 <br /> R/W <br /> R/W <br /> GENERAL NOTES Xo LO {}x JP 0404 <br /> W "' 89 M N 90 91 9 93 94 95 96 M 97 <br /> 1. Existing trees and shrubs to remain in I. I. 2 L- .. 1.... .. . ... .. I. .. .................... L... <br /> [ .. . <br /> .... ......... .. .. .... .. <br /> = N N �... -..N M <br /> place unless otherwise noted on plans. <br /> Ln <br /> JP <br /> 2. Telephone Poles (81 +85 and 82+95), � <br /> pedastals (93+15), and guy anchors 8'(TYP ) <br /> (82+05 and 90+55) to be relocated / r r x <br /> by utility company (owner). �� / / ,moo \Sta. <br /> R/W <br /> Remove abandon ��, ' o Existing Sprinklers--/ Irrigation Valve ice/ c� oto remain in place. . / + Existing Rock Gate Posts Existing Concrete Mowing -0 Nto remain in place. Strip to remain in place. w o/ 0.60' A.C. Widening 93+12 Rt.- Remove `4ESTIMATED QUANTITY CHANGES C.C.O. #1 w i / + a <br /> Walnut Tree <br /> Remove 20 - 4" t 0 Cherry Trees r0 / /! a' w <br /> Clearing and Grubbing Lump Sum - <br /> � Conform 500' E.P. Transition <br /> Earthwork (Roadway Widening) 16.7 Sta. * 1 24' 1 <br /> Shoulder Backing +30 C.Y. Z I I <br /> a <br /> J <br /> Driveway Type D +160 S.Y. Q I I <br /> Driveway (Type E) -160 S.Y. I I <br /> I I <br /> Asphalt Concrete (Type A) +807 Tons <br /> 'k Includes approximately 325 C.Y. of excavation. <br /> Surplus material may be placed in shoulder areas <br /> throughout the project as directed by the Engineer CONTRACT CHANGE ORDER #1 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> 7/97 ,,r jPJ 12)511,Q / COUNTY OF SAN JOAQUIN SCALE: 1 " = 40' PLAN KETTLEMAN LANE RESURFACING No. SHEETS <br /> FILE NAME DRAWER SHEET NO.1 ACAD REVISIONS DATE <br /> DO ` e: \final\1997\July\kettlman\alpn-int <br />