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ALPINE AVE. <br /> CLEARING 8k GRUBBING <br /> ROAD <br /> NDEX NEOE YEAR SNOET SHOEETS <br /> lilbgoti' X!2-23 1962 6 6 <br /> -A Sta. 17+00 t0 Sta. 53+ 59 <br /> INTERSECTIONS <br /> 6• 6• 5TA. STREET TONS A.C. TONS AB• TONS AC_ <br /> reaTION <br /> Weakened <br /> CONCRETE REMOVAL 53+�gb� PLYMOUTH 6 22 67 54 <br /> Plane Joint ITEM 5Q Ft <br /> Varig I Dvivewdy RemOVA1 64 Toto! ,28///r 8/fns. 68trrr <br /> weakened ClGtr e SW 017 5 <br /> Plone Joint <br /> A CONCRETE DRIVEWAYS <br /> -Toto! /39 SO // <br /> STA. LOC. WIDTH SG? Ft <br /> 7+79 Rt 23' X75 <br /> RECONST. CHAIN LINK FENCE is+48 �t. 19' s <br /> 5TA. LOC. Length 25+75 Lt. 1116 160 <br /> 34+20 Rt _ _ 30' 25+86 <br /> -r-�- Pt 16 184 <br /> r - 26+67 12t 117' 188 <br /> 27+45 Rt 20' 260 <br /> 3"Cbiii pact¢d<$br,d Cyshipn ; <br /> _ 28+08 Lt i2 150 <br /> 28+58 Rt. 20' 211 <br /> Section AA ADJUST M.H. TO GRADE 28188 Lt 10' 115 <br /> 5TA DIST. Lt. 29+31 Rt 17' 220 <br /> 20+30 29+96 Rt. 19' 258 <br /> TYPICAL VERTICAL CURB E' GUTTER 29 + 32 13.9 30+¢3 Lt 15' 161 <br /> 34 +oz 15.6 30t65 Rt. 17' 196 <br /> DRIVEWAY DETAIL <br /> - No scala- 38 +40 14.6 30+92 12t. 10 5 <br /> ' 11 <br /> 142+60 15.2 31 +62 Lt. 10' 115 <br /> 43+88 1q.0 31+84 Rt. la 115 <br /> 46+ 32 11T 2 32+51 Lt, 1T 416 <br /> NOTE : All povem¢nt in oreas not to be reconstructed 90 +06 15. 2 32+61F Pt: 19' 1Q6 <br /> shall be cut to line prior to trench excavation 32+95 Lt, 11' 127 <br /> Toto/ 8 33+48 Lt. 14' 343 <br /> All backfill and bedding shall be compacted to 44+07 Rt. 5' 178 <br /> 90% Relative Compaction <br /> 49+$4 kt. 13 163 <br /> CATCH BASINS <br /> _+ 5TA Dist Lt. Dist Rt <br /> 4 0+21 40' <br /> -� O./7•A.C. 6491 3`5' Toto/_ ,Z3 Oriv�r et 4, 192 Sglf t <br /> 0 0 0 0 U C 0 o. so a s 30+00 27' 2 7' <br /> °wo• . . 00 o• ° . 43+75 27 <br /> o. .o . ° o•o. <br /> Q o . • .• . . <br /> ° A.0 DI KES <br /> • ° � ofo/ 5 <br /> 3 ' 5TA. to STA L. F <br /> ° 50+00 53*59 375' - <br /> 0 <br /> 00 ° •b' 0 ° <br /> 48" PRECAST MANHOLES <br /> o0 o e <br /> STA. LOC. <br /> o • > ° o > 30+00 E AIPINE <br /> ° .0 <br /> 34+16 <br /> NATIVE 3+50 � 10` Rt Ki 2K- <br /> MATERIAL Tofo/ 3 <br /> i. 12110 <br /> E.S.C•P. <br /> 0iU• •°.'.:f. �..:.q:i1f' •�fp�l. •sr�%� <br /> REFERENCE COUNTY OF SAN JOAQUIN <br /> TYPICAL TRENCH DETAIL DEPARTMENT OF PUBLIC WORKS <br /> -No sCQl-E- CONST. NOTES <br /> CONST. DETAILS <br /> DRAWN: APPROVED DATE AT <br /> NO DATE DESCRIPTION APPRD. - -- -- "-- "---"— _— ❑RAWWG NO.. <br /> SCALE: L H. BRADLEY R.E. 7077 <br /> REVISIONS DIRECTOR OF PUBLIC WORKS <br /> 1 <br /> FILE NAME I DRAWER <br /> roods A 123 <br />