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Last modified
7/15/2024 9:22:53 AM
Creation date
1/23/2016 12:24:40 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Kettleman Lane Resurfacing
Limits
Wells Lane to State Route 88
Year
1997
Project Engineer
J. Stewart
Roads Worked
Kettleman Ln.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
SP1651 - SP1656
Type
Resurfacing
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Y <br /> 1 <br /> I, II t <br /> 31 <br /> � 1 <br /> (RM Y, <br /> `RM <br /> ID <br /> �. --- ... ... ... <br /> " _ 3 <br /> m - ab RS • • • • • • • • • • /W . <br /> Irrigation pipe and <br /> a,a m O Inigat valves I + <br /> + 8 g 10 n n plx + \\\\ <br /> + R r e `F=irms,nprinklmJ <br /> Const. 85 N2.09 <br /> l to n place. <br /> Limits a1 Clearm h Gmbbin 8 61o. 81+85 RL- Remove <br /> Earthwork (Roadway Widening) Evergreen Tree <br /> 1 Remove 20 - !L e Chen, Tress <br /> Limits o1 GGO. #1 BOB' EP_ Transition <br /> -- I 0-12' 44' <br /> I , <br /> onrorm <br /> I -- ,-- - Sta. 79+00 on this sheet is equal <br /> azs a.c. sanadng to Sta. 109+00 on Resurfacing Plans N <br /> . .3D' snoma<r ea<king LLL <br /> 0.35' A.C. Base ■ <br /> TYPICAL SECTION I <br /> Sta. 79+60 to SW 96+20 (Right Only) ,VII <br /> 90+38.20 L <br /> R/W <br /> RM <br /> XNFR_ NOTES_ ¢ <br /> L Eanting lren and shrubs to remvn in L....... ........ .. .. ]..._. .a. ........ 10 ...f.. .. .....91t qq 3TS <br /> iv _ ...... .. ..._.gG..... ....... .. .. ........ ...... .. . . .. .. ........ .. ........ .. ....... 1........^. ....... ..L. <br /> pbc< unl<SS otM1emse hated on plans. _ ""'� - ' <br /> R —R <br /> 2. Telephone poles (81+85 any 82+95). 3 9 TYp) O <br /> pedestals (93+15), dna anchor <br /> be f , <br /> (Bz+os dna so+ss) to be relocated • • RM <br /> by darty company (a.n<.). �p <br /> \SW+ <br /> Remove aandanEdsh, Bannkl� rrigation Valve to r in d e. • Exsting Reck Gate Posts Existing Concrete Nosing - <br /> to remain in place. Strip to remain in dace.0.60' A.G. Widenin 2 <br /> ESDMAIED WANTITY CH41lI:ES C.C.O. �1 9 93+12 RL- Rear. <br /> Walnut T <br /> Remove 20 - 4't d Cherry TrEes ree <br /> Clearing and Grubbing Lump sum <br /> S Conform <br /> Earthwork (Roadway Widening) 16.7Stas 5O0' EP. Tmnvtian� 24, <br /> Shoulder 8ack-9 +30 C.Y. <br /> i I I <br /> 7 <br /> pnvewaY (Type D) +IW Sr. I 1 <br /> Driveway (Type E) -160 s.Y_ I I <br /> Asphalt Concrete (type A) +346 Tons <br /> Asphalt Concrete Base (Type A) +461 Tom <br /> A Includes approximately 325 C.Y_ of eyorv.tion. <br /> Surplus material may be Placed in shoulder areas <br /> throughout the protect as directed by the Engineer CONTRACT CHANGE ORDER #1 <br /> DRAM BY DATE I PROJECT I—E—ER I DATE CHECKEp DATE SUBMITTED DATE APPROVAL RECOMMENDED DAIS 5111 TOTAL <br /> 9 9) COUNTY OF SAN JOAQUIN SCALE: IN FEET PLAN KETTLEMAN LANE RESURFACING <br /> FILE NAME DRAWER SHEET NO. ACAD RENSION9 DATE <br /> \anal\I99)\vIr\keulman\apr,_int <br />
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