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20" <br /> (z)- x 2" <br /> F <br /> IjVD —3 <br /> O PICK HOLE a 4" - ------ --- A A <br /> '•I <br /> EQUALLY SPACEDAn Ann Q O O a A / 11•- A / 17 I. -i A IP - <br /> 1 <br /> Ilk <br /> 1 xI} PICK'NOLE SECTION A-A <br /> " 1 C I - it ti•. '.. <br /> VIEW NOTES, I. Irving type grata may be <br /> PLAN <br /> e uua as enemata. <br /> 2. Grate <br /> . wframe <br /> with Isar, pMab <br /> chain. PLAN VIEW <br /> PLAN. <br /> 1e "- <br /> 14 <br /> up fj Jul u <br /> I# <br /> 311= .•I y <br /> SECTION A-A <br /> {" y <br /> �r VEEL BAN VENT-OPTIONeL fly - F •. I+• ; 1 2" <br /> 221. <br /> I` '1 I`� _.. `i 71� •-w r . - SECTION A-A <br /> SECTION S-B SECTION C-C <br /> NOTE, Grate shall be fastened to frome <br /> with I8'x4 heat-treated chain. <br /> SECTION B-B - <br /> Exis so�itoiy Sek-e�^ <br /> FRAME 8t COVER <br /> ( MANHOLE) `` \_� FRAME 81 GRATE FRAME 8l GRATE <br /> 24 STORM DRAIN I NL ET 1 ( �8 STORMt DRAIN NUT ) <br /> R. O• exist. Cons ± Re "04114 , OF so/vire Cost <br /> - --� - v� <br /> Corei• <br /> of exst• Gips rmN,i0" <br /> �.— — �}. - �{ ELAM <br /> IoA I R= r11i- /nate// so/✓eyed Fume Of Corer — <br /> B < Povernenf {'xx6" Bolt. r2to"1 P vement 21011 B <br /> Expansion Joint (Typ.) A A <br /> VIEW A-A - . ... B ------ <br /> .. - <br /> �i NOTE <br /> v .r . Poured-In- •, 'I / % \ - c __ <br /> VIEW B-B i -- - Pouslored-in- <br /> Bloat Car(Cl <br /> a 1' �` �`I A A 24" pipe barrel that be Close Z RC.P _ - <br /> + -+�i - _ "B' Concrete) t'L� �'I I I or Class Ilr A.C.P. B <br /> • . . .+. .. '_"L�_ l \ <br /> Bottom Of TPLAN VIEW <br /> Trench 1 \ ' <br /> 6' T YP/CAL SAN/TAR Y SAWfif <br /> LAWWLE ADJUSTMENT ILB i Mortar <br /> iI Grade Rings <br /> �. 0 - Frome B Grote Mortar <br /> (. <br /> + .. Ig'R.C.P.CL71I <br /> Finishes Su�fpce �= $�� r: <br /> go <br /> yo <br /> O Compact in 12"max.layers "o Bolt i <br /> ♦ -1'a to a mil1��.rdatiw ralllpastkn I 24" pipe y' 2 : �_ x� �f• w <br /> - of 96%SIMer pavementand <br /> 24' L0.— • ny„ E•,r."r <br /> ahaddre and 90% <br /> — — —_— outside shuAMrs. Mortar <br /> •6 — — Compact in 24"to a minimum layer nn <br /> n "j <br /> _ / ♦ — :• Claei 8'Cano <br /> V <br /> relative compaction O I <br /> IlCe mid X: SECTION A-A SECTION B-B <br /> Face of Dik a. of W%. <br /> Cl Compost in 6" layers • y..; a i <br /> to o minimum ♦n o L <br /> Afi 10" 0. D. 0" relative compaction 10" .D. 10" i:v::..., •..t. :.....: <br /> Of 90 Y.. Max. Mo . <br /> 0. D.+•20° Mcx. 0. D. 20" Max. fr' - I8" $TORN <br /> NOTE: 1 Class 'B" Concrete <br /> UNDERPAVEMENT OUTSIDE SHOULDER BICTtON A-A $=ON B-B DRAIN INLET f, <br /> i Catch basins and orhar obstruction ar Ilat to be located within the wheelandr path am. AND SHOULDER _ <br /> NOTES, ?4 STORM <br /> 1. Relative compaction of materials shall be tested by the State of California, DRAIN <br /> Dept. of Transportation Testing Manual, test method No.California 216 or 231. <br /> WHEEL"IR 2. All existing pavement shall be neatly cut to line prior to tren h excavation. <br /> 3. No jetting or ponding shall be permitted within the street Righ of Way. <br /> 4. 4 Winn shown by soil composition and compact]hility, ninety percent (90%) <br /> W compaction may be used, when approved,. by the Director of Publi Works. <br /> TYPICAL TRENCH BACKFILi_ <br /> DRAWN BY ATE p aNEEr rorAL <br /> PROJECT ENGINEER ( DATE ' CHECKED DATE , SUBMITTED DATE APPROVAL RECOMMENDED DATE " B" STREET No. gwetn <br /> >1 I - W ter/- 14-3 s. y�+.l�h �t Q ,og3 COUNTY OF SAN IJOAQUIN SCALE Mone CONSTRUCT/ON DETA/LS PROJECT o <br /> £ `i83 * �• /B3 Ralph Ave. to City Limits /3 /S if <br /> FILE NAME NO. I DRAWER ISHEETNO. 1 <br /> cad 6 X09 II <br /> ti° , <br />