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FUNSTON AVE STORM SEWER <br /> REPORT AVE_ STORM SEWER <br /> ROAD FILE SHEET TOTAL <br /> NO INDEX NO YEAR NO, 511EE"S <br /> 1214 S 22 1962 5 5 <br /> c.i <br /> N Trench Resurfacing 11 <br /> 12°6 Ci 10 E.S.C.P. COLLECTOR LATERALS <br /> :....:d.o •o. ".. :. ...o•,o•ti.,;o All etistinq A.0 96vement <br /> to be neatly cut to line prior Location LF <br /> 11- 8 to trench excavation Funston Trunk Line 252 <br /> 1 8 . Cast Iron Rini 4 Cover <br /> Pinkerton No. A-136 oreQual) in Native Material 9e/.Compaction Report Trunk Lin¢ 202 <br /> 1 � TOTAL 454 L.F <br /> MINN 11 'M <br /> ;p <br /> d..: " y <br /> ZL <br /> -= -- _- - - - - - _ <br /> Native Material 80%Compaction <br /> °;ab <br /> Min. 4/ _- — <br /> =4" Dia. <br /> a..:. . - E.s.c. P - 1211 E.S.C. P TRUNK <br /> - - <br /> o I = Location L.F. <br /> :q, p Funston Trunk 623 <br /> TYPICAL STREET TRENCH SECTION <br /> 18 E.S.C. P. TRUNK <br /> — Location L F. <br /> TYPICAL CATCH BABIN ______ — Report Trunk 2,265 <br /> Not to scale <br /> Native Material 80% CoMpaction <br /> M„. = __ 1811 E.S.C.P. - JACKED IN PLACE- <br /> Location LF. <br /> _ — -— Report Trunk 68 <br /> Cost Iron Fronke Cover <br /> (City of Stockton Standard TYPICAL EASEMENT TRENCH SECTION <br /> Top of pavement Pinkerton No.A-163 or equal) <br /> MANHOLES <br /> .,4 2-0I.D. Station Location Quantity <br /> �•; <br /> Precast reinforced 0+00 Funston Ave I <br /> concrete cont. Intarlor 1}extsr,or of oil 3+46 " I <br /> P <br /> joints to be banded with ' ,N <br /> banding mortar. <br /> a `.`... 0+00 Report Ave <br /> d: <br /> 4+ 19 <br /> Grout all joints 8+ 33 ,� I <br /> d 11 I <br /> with mortar. q. 12+47; �;a.` I <br /> , 511 v 16+64 11 <br /> I1,2'4 31 precast : e 20+04 I <br /> reinforced concret n' -L, <br /> 22 <br /> monhole pipe. :y. +64 " <br /> v <br /> Q TOTAL 9 <br /> 4'-011 1.D. <br /> I = 3 •�.Q •4:•: <br /> t I <br /> i > CATCH BASINS <br /> i <br /> v' <br /> Curved Concrete Blocks Location Quantity <br /> Grout all joints with <br /> 4u mortar and plaster - 1 Funston Ave 8 <br /> both sides — Report Ave 9 <br /> TOTAL 17 <br /> AQUIN <br /> CURVED CONCRETE BLOCK DETAIL REFERENCE COUNTY OF SAN JO <br /> 3cal¢ 1211= 11-0" DEPARTMENT Of PUBLIC C WORKS <br /> TYPICAL, MANHOLE CONSTRUCTION NOTES <br /> _ _ __. —_�_- CONSTRUCTION DETAILS <br /> Scalea = 11-0° <br /> DRAWN: APPROVED DATE DATE <br /> — R. Mullins 11-16_ 62 <br /> NOT DATE� _-- DESCRIPTION APPRD. —"----- -- --- — DRAWING NO. <br /> —1 _ SCALE: L. H. BRADLEY R.E. 7077 <br /> REVISIONS AS NOTED DIRECTOR OF PUBLIC WORKS <br /> r.�wnr • e.n <br /> 68 <br />