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Cost iron Frame and Cover — refer <br />to Improvement Standard No. C•5 <br />Top of pavement grade <br />Precast reinforced concrete <br />prods adjustment rings <br />2", 30, 4" 8 6" sections <br />`•` <br />as required ` : <br />'A <br />Precast reinforced <br />Diam. <br />4::• <br />concrete cane. ys• <br />►• N <br />All joints mortared and <br />banded with mortar on <br />both interior and exterior <br />S" Met. <br />surfaces. <br />Precast reinforced manhole <br />pipes, ASTM C478, adjust to "• 4'•^ 0" Diam. ?A, <br />rp <br />proper elevation. (I,V, 3 , a <br />_: > <br />4 sections as required) <br />Lowest; <br />.. <br />E _-; <br />> i <br />1 <br />4 » �"' <br />Class " B" Concrete for A <br />base. Pre- cost bass <br />moy be used if approved <br />by the Engineer. <br />ELEVATION <br />STORM SEWER <br />MANHOLE <br />NOTE : A i- 6" concrete cone may be used <br />if approved by the Engineer. <br />ITo —3 "OLH <br />1QUALLr SPACtp <br />41 <br />TYPICA T RM <br />SEWER MANHOLE <br />FLAN VILW <br />Bra <br />STEEL BAR VENT -OPTION <br />SECTION B-B SECTION C-C <br />NOTE- Frame and Cover shall be <br />machined to assure interchangeability <br />and a close , quiet fit. <br />FRAME 8t COVER <br />(MANHOLE) <br />E <br />LE <br />2'-ON <br />Expansion Joint (Typ. ) <br />B t <br />NOTES: <br />I) Frame a Grate shall conform <br />F. L A to Improvement Standard No. C-6 <br />2) Two feet minimum below finished grade <br />I I "--••�� in new development. In existing streets, <br />may be less than 2' with the <br />c )proval of the Engineer. <br />3) 24" pipe barrel shall be Class Z R.C.P <br />or Class Z A.C.P. <br />�-J <br />PLAN <br />SECTION A -A <br />PLAN <br />Frame 8 Grate <br />STANDARD STORM <br />DRAIN INLET <br />Y t Bat <br />�- Class "B" Concrete <br />SECTION 8-8 <br />SECTION A -A <br />NOTES, L Irviny type grate may be <br />used as alternate. <br />2 Grati shall be fattened to frame <br />with l8"x#" heat -treated chain. <br />SECTION B - B <br />ERAME 11 QBATE <br />(STANDARD STORM DRAIN INLET } <br />'A <br />kfill with materials equal to or <br />SoLbe7fer <br />than <br />the existing pavement <br />ality <br />and thickness. <br />Existing Pavement <br />'o <br />Compact in le max. layers <br />_ <br />to a min. relative compaction <br />(Typ) <br />of 95% under pavement and <br />shoulders, and 90% <br />----_---_—_— <br />outside shoulders. <br />---- <br />"- <br />Compact In 24"max. layers <br />— to a minimum <br />O <br />relative compaction <br />O <br />a <br />of 85 %. <br />Compact in 6" layers <br />l0" 0. D. <br />10" to a minimum <br />lQ" 0. D. IQ" <br />Miry relative compaction <br />Min Min, <br />0. D.t 20" <br />Min. of 90 %. <br />0. D.+ 2O" Min. <br />RIGID CONDUIT <br />FLEXIBLE CONDUIT <br />NOTES: <br />I. Relative compaction of materials shall be tested by the State of California, <br />Dept. Of Transportation Testing Manual, test method No. California 216 or 231. <br />2. All existing pavement shall be neatly cut to line prior to trench excavation, <br />3. Jetting or ponding will be permitted within the street Right of Way with 3 year bond. <br />4. * When shown by soil composition and compactibility, ninety percent (90 % ) <br />compaction may be used, when approved by the Director of Public Works. <br />TYPICAL TRENCH BACK F I L L <br />INLAND INVESTMENT COMPANY -DISTRIBUTION CENTER <br />• May, l9� <br />PICCOLI ROAD EXTENSION <br />N rw0 <br />. 6r.... ,,. 17, 3b1 <br />2G� DETAILS 3170 <br />' .. �.:... �. .. .-�.- „.:.... .... .. ...... .. > .'. :, .. ,... ,. ?rNl::'7?". .. .n _. -, s. .. .. .a _. ,.. �. m4 1,. ,. ... a ., .. � �..-S"rF1i. ..... <;`MS..-r,5... ......� --.f rt ;r,.. :Mi.--'�..,- .. T . e,F.... � .- `'W'bs;] i. .. ,.... .. R. � iv ...... a r .5` :M . <. ). F. _ .✓ i .r � ... � <br />