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41 <br />2 2" <br />20" — <br />x zw <br />Maahln• floM. <br />x / <br />A ' A -T <br />Lj4qpl <br />r� <br />B <br />PLAN <br />SECTION A -A <br />NOTES Irving type grate may be <br />used as alternate, <br />11 �• <br />3" <br />14 1s <br />9 1�„ <br />_ 16_ 13" <br />16 <br />CV <br />Y., <br />N t <br />f - <br />- <br />• o <br />Concrete Pips). <br />P1N44EZTOi-I A-4ZO M <br />FpAME � G MATG,. SECTION B -B <br />0r� EaUob-.L <br />FRAME a GRATE <br />JSTANDARD ,STORMDRAIN INLET 1 <br />Backfill with materials equal to or <br />bettor than the existing pavement <br />in quality and thickness. <br />Existing Pavement <br />6" <br />.6" Min. (Typ.) - <br />Compact <br />--- to a minimum --_—_ <br />relative compaction — - <br />LCOmpact i2" L49cr.5 S <br />jr? ~ <br />— <br />to a minimum <br />_ p — <br />relative compaction - <br />0 <br />of 90 %. <br />_�-- <br />C <br />c0i <br />Compost in S" foyers <br />b <br />10" D. tax <br />to a minimum 10" 0. D. 10" <br />_0. <br />relative compaction Ma <br />0. D.t 20" Max, of 90 %. 0, D.+ 20" Max <br />UNDER PAVEMENT OUTSIDE SHOULDER <br />AND SHOULDER <br />.NOTES: <br />1. Relative compaction of materials shall be tested by the State of California, <br />Dept. of Public Works, Division of Highway, test method No. Calif. 216, 19T8 or 231, 1978, <br />2. All existing pavement shall be neatly cut to line prior to trench excavation, <br />3 No jetting or ponding shall be permitted within the street Right of Way. <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 BACKFILL <br />24", 30", or 38" inloe <br />at — ST --,.rot <br />0i MAID 101: <br />3" � <br />TYPICA THE T <br />MAIN <br />ST <br />O <br />i� <br />_ 4,1�1 <br />Class C�� ' a :1. ': <br />N <br />Concrete <br />• <br />TYPICAL STREET <br />SIGN <br />INSTALLATION <br />NOTE <br />I. One street sign is required <br />at each intersection, <br />2. Dimensions for block numbers <br />ore for location of numbers <br />only. <br />Back of Sidewalk <br />or Back of Curb. <br />v <br />Street Sign <br />Location <br />ti <br />STREET SIGN POST <br />LOCATION DETAIL, <br />STANDARD STREET <br />SIGN DETAILS <br />Y iv <br />2" Square Street <br />Valve Nut <br />PLAN <br />Valve Box, Frame and Lid, <br />Christy G-8 Traffic Volvo Box or equal. <br />.,'.,a <br />♦ O <br />-.s::.'a... <br />2w <br />o Concrete <br />2" Gahr. Nipple <br />A a; Block <br />C Pipe : w.� <br />2" Sq. Street Valve Nut <br />r: 4., <br />2" Gdv. Street Ell <br />2" Bronze Gate Valve <br />Cast Iron Pi Pe °' <br />:.a . <br />2" Bronze Nipple <br />- <br />%•' : • : <br />Cast Iron Plug topped 2" <br />for to <br />Improvement Standard No. F-3 for Size. <br />ELEVATION <br />PERMANENT BLOW OFF <br />Reflectotrr y <br />sip-Californio Hilt <br />7 <br />w Code ive N Wn f8 x le with <br />bolts s w"hsrs Red f fluMve sheeting at end <br />i <br />` Fleflectors syaeestrtcally <br />Placed 12'* M-C. <br />ex a sweet grade <br />Douoloe Fir surfaced <br />tow sides. <br />"f <br />a <br />Wu 7, — <br />6"ite den" <br />etructwai grade <br />Redwood surfaced L <br />tour sides. 7 <br />iu <br />6' <br />TYPE "A! <br />Rsilsotf" Sign - Calif. Huy. <br />Code W31, 30" Size <br />Cower on swricade. <br />C <br />NTER <br />R <br />FL CT <br />FOR <br />TYPE <br />'IN' <br />BARRICADE <br />1112313 <br />Bwr cafes to be as wide as street. <br />ftTicades to bs pointed while using 2 <br />coats of "Exlerior Alkyd Resin Hi -Gloss <br />EnamM" over a cempetibh primer. <br />BARRICADES FOR <br />TER I NAT THE ET <br />e i <br />CA,fT / V Af�O TEE dY/TLET aL,4A2Q Ih/A"YisT <br />ohs / ♦I/r Alin•/ Ake.FI .o"// 4w <br />/oar WO, �♦s%lsf mwrl/sIu►L�rd <br />sa/% <br />2 TiJ�ir/,rt/ bk+nF aa;i.wrssrars nwr <br />cwEs✓.rid .6 o/raw w so// 4mw•- <br />♦�y r+wkr /A w Lbs /aw * i1 <br />SU;F�,M ITTF_D ra-X <br />r.�/aT'E o : Lr-//- 'F'l <br />THRUST BLOCK DETAILS <br />IL <br />I , <br />1 , <br />END <br />sign -Calif <br />\ ; i Hwy Code <br />t w3l. <br />Sign- Calif Hwy <br />Code Type N . <br />Ti 1AVST d5V &V*' Q/iNENS/ONS <br />F/TT/NGS <br />1 .4 <br />B" <br />6' L//u.0 <br />TEE CX/TLET <br />Y-Y <br />T- O' <br />AE♦ 49 <br />B"L/NE <br />Al 0 <br />4fs• <br />iv <br />0, <br />3'-6' <br />TEE G�/TLET.._ <br />3'- 6" 3'-,0' <br />AWAO END <br />3'- 6" 3•- O" <br />b"�/NE <br />3-0" <br />A?' <br />3'- 6" <br />41- O" <br />TEE Q(/TLET <br />*.- O' <br />T_ O" <br />4•- O" <br />TEE ,x/TLET <br />S'-6" <br />4'- <br />LiE♦4D END <br />3"- 6" <br />4"- D" <br />\NAetz.E �4 . ram • NOTEWl.%,e-E rZ'G' E, E�i f4- <br />COUNTY OF S A N J 0 A Q U I N <br />DEPARTMENT OF PUBLIC WORKS <br />W <br />a <br />Z <br />Q <br />Z <br />O <br />V , <br />J <br />� <br />W <br />a <br />a <br />W <br />" <br />J <br />U <br />0- <br />Q <br />W <br />Z <br />cr <br />Q <br />a <br />Q <br />� <br />D <br />a <br />V ) <br />Z <br />a <br />U <br />r <br />LLI <br />H <br />Q <br />z <br />a <br />e 00 <br />V <br />tt� <br />N N <br />N <br />L Y <br />0)U <br />C <br />C) x i <br />C U <br />ZN <br />z <br />i <br />ZZ n <br />Nn <br />� W}} <br />� � F <br />Q .J Z <br />3 <br />W f vi <br />Q10 < U .J <br />U "► <br />w p <br />W <br />Z <br />i. Q 4U <br />Cr <br />J <br />w <br />W 4 <br />r I <br />Cir u_ <br />C WW E <br />C Z <br />zi <br />W QW <br />F- z <br />W W? <br />� �u W <br />3 _j <br />JU <br />U <br />Uj X i <br />V Z <br />Ow 3 <br />U <br />FM <br />aa) <br />DATE <br />i:G 1`1 <br />DRAWN BY: <br />L. C, sMiTN <br />CHECKED BY <br />JOB NO. <br />-1--71 <br />SHEET <br />45 <br />OF ZO SHEETS / <br />