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,90ADW4r EXCAW T/ON CLASS 2 AOOrQEGA Tom' BASE 24 "" DIA, ALTERNATIVE PIPE
<br /> Zocot%on Quantify Locot%on
<br /> Quantity (Type' ,B)
<br /> Sto. 0,170 to Sta &0, 00 2,206 C.Y. Sto. 01, 70 to Sto. 80,1 00 3, 524 C),- Location Quant%t y
<br /> Mobley Rd. Intersectiorn 36 C. Y
<br /> Orivewoys (Tyne AJ 22 C.Y. Sto. 421, 60 (1-drain) 48 L.F.
<br /> Toto/ 3,582 C. Y. Sta. 731,68 (X-drain) 48 L.F.
<br /> Toto/ 96 L.F.
<br /> IMPOiPTED BO�iQOl�I/
<br /> ,Location Quonf%fy A SPHA,L T CONCRETE
<br /> /2 D/A. RE/NFOiPCEO CONCRETE
<br /> Sta 01, 70 to Sta 811,00 5, 9S2 C. Y. (Type B)
<br /> O)PMEWA Y P/PE (Class .Y)
<br /> Locot%on Quantity
<br /> �Cocotion Quantity
<br /> Stu. 01, 70 to Sta. 8/,100 3,546 Toms
<br /> lWohley Rd Z171erSect/ar7 24 7017 Ste. 261,05 (Rt. 40 L.f.
<br /> Orivemoys (Tyne o4 ) /6 TO/!S Sto. 261,75 (Rt. ) 32 L.F.
<br /> DRI�EvYA Ys Toto/ 3,386 Tons Sta 401,05 (Z Af > 32 L.F.
<br /> Sto. 501,95
<br /> Sta. 801,30 (Lt.) 28 L.F.
<br /> To
<br /> �OCOt%O/7 QUO/71�%t%QS to/ /64 L.F.
<br /> Type A Type B
<br /> Sto. 261,05 (RI) 615)",
<br /> Sta. .261,75 (RI) 42 S.Y.
<br /> Sto. 401,05 (L1`) 42 S.Y.
<br /> sta. 501,95 (Rt. ) 42 SY ALLOWABLE A,L74CRI 4T/1/E PIPE
<br /> Sto. 531,05 (Lf ) 53 S. Y.
<br /> Sta. 71,110 (Lt. ) 44 S. Y.
<br /> Sto. 80,130 (Lt) 36 S.Y. Type 4 - R C.P. (Class Y) .. A. C P. rC/oss X-),
<br /> Sta. 80,135 (0) 36 S.Y.
<br /> C.S.P. (O. /09 "Thick) Bi*11-11 % 704/5 Coated
<br /> Toto/s /45 S.Y. 2// SV Type B - R.C.P. (C/ass 1F) , A.C P. (Class -ZO� ,
<br /> C.S.P. (0. 10.9"Thick) Bit1,11ninovs Coated
<br /> LIME TREATED SUBBASE
<br /> /8 DIA. AL TZrRIVA TIME PIPE P,�ACE MNMO U
<br /> Qvor�t/ties �"NT /�/QAME�S
<br /> ,Gime
<br /> Locotion ( voT- e A
<br /> .�No CovERs
<br /> Mixing
<br /> ,Locott%on Quantity Location Quantity
<br /> Sto. 0,170 to Sto. 801,00 2/, /47 S. Y. .345 To/IS
<br /> Sto. 26 f 84 (Side -drain -V. 70 L.F.
<br /> Sto. 80 o 52 (X-drain ) 48 L.F. SM. 26lo,59. 47 / Eoch
<br /> Toto/ //8 L.F. Sto. 531'/8. 02 / Eoch
<br /> Sto. 80,s 23. 07 / Eoch
<br /> Toto/ 3 ,Eoch
<br /> W
<br /> 0
<br /> <~ 2
<br /> 6 X
<br /> W
<br /> O
<br /> Z
<br /> W
<br /> DRAWN By ATE SHEET TOTAL -i
<br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE CONSTRUCTION NOTES GAWNE ROAD N0. SHEETS m
<br /> 6/8o . / COUNTY OF SAN JOAQUIN PROJECT 0
<br /> 6/80 �, tF� y'q, � ' S b/8o �a VAN ALLEN RD. - EAST 1. 5 MILES 10 10 ON
<br /> ROAD FILE INDEX No.
<br /> iY 7
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