Laserfiche WebLink
C <br />L <br />I <br />I <br />11 <br />Top of pavement <br />grade <br />Precast reinforced concrete <br />the existing pavement <br />grade adjustment rings <br />2", 3", 4. & 6" sections <br />and thickness. <br />as required <br />Precast reinforced <br />Existing Pavement <br />concrete cone. <br />All joints mortaed and <br />.6� • <br />banded with mortar on <br />6 <br />0 <br />both interior and exterior <br />_ <br />;I <br />surfaces. <br />c; <br />Precast reinforced manhole <br />(Typ) <br />of 95%lunderpavemantand <br />pipes, ASTM C478, adjust to <br />shoulders, and 90'X. <br />proper elevation. (I ,2', 3 , a <br />- — <br />Cost iron Frame and Cover — refer <br />, to Improvement Standard No. C-5 <br />0 <br />a <br />0 <br />• <br />4sesectionsans as required)..,. Lo ILwest s <br />.< <br />t t > <br />Class "B" Concrete for <br />e <br />bass. Pre- cost base <br />moy be used if approved <br />by the Engineer. <br />ELEVATION <br />STORM SEWER MANHOLE <br />*NOTE : A f-6" concrete cone may be used if approved by the Engineer. <br />11VO —3 thous <br />sawtuy sPscso <br />TYPICAL STORM <br />SEWER MANHOLE <br />rt-.+tv vimw <br />SECTION B -B <br />SECTION A -A <br />E <br />LE <br />SECTION C -C <br />NOTE: Frame and Cover shall be <br />machined to assure interchangeability <br />and a close , quiet fit. <br />FRAME & COVER <br />(MANHOLE) <br />A <br />I <br />2'-0" <br />Expansion Joint (Typ. ) <br />8� <br />8_.;J II <br />NOTES: <br />1) Frame & Grate shall conform <br />A to Improvement Standard No. C-6 <br />2) Two het minimum below finished grade <br />Li in new development. In existing streets, <br />may be less !hon 2! with the <br />ctproval of the Engineer. <br />3) 24" pipe barrel shag be Class X RC.P. <br />or Class X A.C.P. <br />Bolt <br />__.._._to <br />SECTION A -A SECTION 8-8 <br />STANDARD STORM <br />DRAIN INLET <br />PLAN <br />8 <br />c <br />x Y <br />re <br />SECTION A -A <br />NOTES: L Irving type grate may be <br />used as alternate. <br />2 Grate shall be fastened to from* <br />with IB"x f heat-treated chain. <br />SECTION B -B <br />FRAME & GRATE <br />(STANDARD STORM DRAIN INLET ) <br />Backfill with materials equal to or <br />better than <br />the existing pavement <br />In quality <br />and thickness. <br />Existing Pavement <br />Iii <br />.6� • <br />■�m��� <br />6 <br />0 <br />8_.;J II <br />NOTES: <br />1) Frame & Grate shall conform <br />A to Improvement Standard No. C-6 <br />2) Two het minimum below finished grade <br />Li in new development. In existing streets, <br />may be less !hon 2! with the <br />ctproval of the Engineer. <br />3) 24" pipe barrel shag be Class X RC.P. <br />or Class X A.C.P. <br />Bolt <br />__.._._to <br />SECTION A -A SECTION 8-8 <br />STANDARD STORM <br />DRAIN INLET <br />PLAN <br />8 <br />c <br />x Y <br />re <br />SECTION A -A <br />NOTES: L Irving type grate may be <br />used as alternate. <br />2 Grate shall be fastened to from* <br />with IB"x f heat-treated chain. <br />SECTION B -B <br />FRAME & GRATE <br />(STANDARD STORM DRAIN INLET ) <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.'X 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 BACKFILL <br />4986-a INLAND INVESTMENT COMPANY - DISTRIBUTION CENTER <br />May, l9% <br />N PICCOLI ROAD EXTENSION <br />GY // 2GG rWO <br />17, 3✓r/ <br />126,!5 DETAILS �- 0170 <br />��.. w. .... ..... -... .nri AF"..' 7.. ... r. .. r.. .♦ .a a�.:".d .... i. ..:q'. sire ave....... ..r 5.. :. 4 nu .a ...♦ S M1.. a ..v.W.ycd.0 . ..r ..rx ...r .n - ....a. .. r.. A'.. ♦.. ... a .ar.... ✓... � ... .. .n ... � ... � ... <br />Backfill with materials equal to or <br />better than <br />the existing pavement <br />In quality <br />and thickness. <br />Existing Pavement <br />.6� • <br />6 <br />0 <br />Compact in l2" max. layers <br />_ <br />;I <br />"Min. <br />to a min. relative canpaction <br />(Typ) <br />of 95%lunderpavemantand <br />shoulders, and 90'X. <br />— — — - <br />- — <br />—_— outside shoulders. <br />— — — <br />S <br />Compact In 24"max.layers <br />_ to a minimum <br />O <br />— relative compaction <br />O <br />c <br />d <br />of 85 %. <br />O <br />Compact in 6" layers <br />10" 0. D. <br />10" to a minimum <br />10" 0. D. 10" <br />Mirt relative compaction <br />Min Min, <br />O. D.t 20' <br />Min. Of 90 %. <br />0. D.+ 20" 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.'X 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 BACKFILL <br />4986-a INLAND INVESTMENT COMPANY - DISTRIBUTION CENTER <br />May, l9% <br />N PICCOLI ROAD EXTENSION <br />GY // 2GG rWO <br />17, 3✓r/ <br />126,!5 DETAILS �- 0170 <br />��.. w. .... ..... -... .nri AF"..' 7.. ... r. .. r.. .♦ .a a�.:".d .... i. ..:q'. sire ave....... ..r 5.. :. 4 nu .a ...♦ S M1.. a ..v.W.ycd.0 . ..r ..rx ...r .n - ....a. .. r.. A'.. ♦.. ... a .ar.... ✓... � ... .. .n ... � ... � ... <br />