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Last modified
10/14/2024 1:13:53 PM
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10/14/2024 1:13:47 PM
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ReRset11my -Cif. "W/• <br />cur wa6 ad toes' <br />cs.ter a <br />TYPE "A" <br />CENTER REFLECTOR <br />FOR TYPE "A" BARRICADE <br />NOTES: <br />I. Mnraw r be a We" es OW" !yw <br />i"alesw to be Nrd 1 me, eve t <br />nate or teterier "" tree. M-ol.e <br />Ems ar a ssen}assb onw. <br />BARRICADES FOR <br />TERMINATING STREETS <br />0 <br />Top of pornret <br />tvrr,. s+r-edea+. ►arrear <br />Precast reinforced concrete <br />Case TIN NR ON **NO* <br />2% 30. 4' & 6' sectors <br />as required <br />—'Mi <br />� <br />- <br />beee 41,we~$ <br />1 -1 <br />I ' <br />~. <br />Caridad with Mata On <br />both interior and saterm <br />T <br />I <br />surfaces. <br />I t <br />•' <br />Recast reinforced ttnalhoM <br />I <br />I <br />� � <br />'" <br />I 1 <br />_ <br />M <br />L <br />MKd 12'+ o. -c <br />x'ara.n nide <br />rer dwe <br />osnlja re rfeeed <br />etreelar we" <br />Ir Now <br />11Nwd, treated <br />i <br />irenMes or treated <br />fir etrfs{esL_j <br />owSleeping <br />aid <br />IL <br />ReRset11my -Cif. "W/• <br />cur wa6 ad toes' <br />cs.ter a <br />TYPE "A" <br />CENTER REFLECTOR <br />FOR TYPE "A" BARRICADE <br />NOTES: <br />I. Mnraw r be a We" es OW" !yw <br />i"alesw to be Nrd 1 me, eve t <br />nate or teterier "" tree. M-ol.e <br />Ems ar a ssen}assb onw. <br />BARRICADES FOR <br />TERMINATING STREETS <br />0 <br />Top of pornret <br />grade <br />Precast reinforced concrete <br />grade odivaltnent rings <br />2% 30. 4' & 6' sectors <br />as required <br />Precast reinforced <br />concrete car. <br />•_ <br />All joints mortared and <br />~. <br />Caridad with Mata On <br />both interior and saterm <br />surfaces. <br />Recast reinforced ttnalhoM <br />apes. ASTM C4TB, dhwt to <br />propersbrotm (I'.7, 3', a <br />FrI <br />END <br />slg.-fslil <br />:".p Ods <br />114 <br />$* -"it Inti <br />ew TWO" <br />10, <br />1i Tf <br />L <br />TYPE" " <br />Cost 'von From and Corsi — Mer <br />/ to IMprow No Standard No. C-5 <br />S• Ibn <br />a <br />0 <br />4esctnons as reprsdl . Lowest �. <br />IL w <br />t � > <br />4 • -� �. Class "Be Concrete for T <br />iso <br />Cows. Rs -cost Gass <br />may be used if opprond <br />by the Engrrer. <br />ELEVATION ,/`°A0"c'n, <br />STORM SEWER MANHOLE / X, %Y p�AZI�Ft <br />9T <br />MOTE: A f - 6- =We% eons WAY be Oed if approvsd by er Epoinese a �°r.p. 4-30-$g � <br />NO. DATE REVISIONS sY DESIGN T.P. i S.E.P. DRAWN eT R1/.O. <br />SUBMITTED By <br />WCC DATE <br />In ) rid c..:e.c qn„ of v'a <br />Led <br />Elev 39.2 TAP AF X1,,12Z <br />Rebar as specified ° <br />Backfill per State 57D RZN-, 5AEC5 <br />G. Dike <br />\\ <br />o o e o 0 0 <br />• o <br />0 <br />e o ° a o <br />e . e <br />I <br />Remove (N) 24" Pipe <br />\ 1� \-, \ � to star l0+�go. <br />e01219 21 Ganc. Retaining Wa/J <br />per CAL 7RAN5. Sta' P/an ;'• " �4" <br />for Retdininy Wall 7yPE /!I - <br />Use 6pec8. for //=z?' <br />° <br />.oV •.•: e.•. <br />Rb7AININig WAIL OF TAIL <br />Ne SG112 E <br />i <br />"TYPE N-Y'I <br />7" <br />SFG7/ON A -A <br />Ne SC.4L f- <br />SIGN -STATE OF CALIF hwr <br />CODE TYPE N -V" 24" X 24 - <br />(REFLECTIVE YELLOW 8.Q6k)6R0UND) <br />SIGN -STATE OF CALIF. <br />HWY. CODE W56 (24°X48") <br />EDW000 POST �� <br />1 I <br />1 1 <br />SIGN -STATE OF CALIF <br />HWY. CODE TYPE CV 1 1 <br />24" X 24' (REFLECTIVE I 1 <br />YELLOW BACKGROUND) 1 1 <br />4'X4' REDWOOD POST <br />SIGN -STATE OF CA " <br />IF. <br />HWY. CODE W55 (24 X24) <br />OR AS REQUIRED BY <br />PUBLIC WORKS DEPT. <br />-N _1 �a'x4' REDWOOD <br />POST <br />TYPICAL SIGN <br />TRAFFIC SIGN <br />BAUMBACH & PIAZZA <br />It TYPE N —Y" <br />SIGNS TO BE PLACED IN STRICT <br />CONFORMANCE WITH DIMENSIONS <br />SHOWN ON PLANS. ANY DEVIATION <br />MUST BE APPROVED BY THE <br />DIRECTOR OF PUBLIC WORKS. <br />CIVIL ENGINEERS <br />SURVEYORS <br />323 W. ELM ■T. LOOT r GALIPL <br />sonao Pm:noo-3am-nals L <br />0 <br />1 <br />DETAIL SHEET <br />0.171 DIKE <br />LL <br />Variable cut slope <br />T--- 1/16—Fill and compact with excavated <br />0 St ,��' material to top of dike <br />0.12' min. <br />Shoulder Edge 31 <br />0.6 DIKE -TYPE A <br />lTy�iays � <br />ifO SCAL E <br />Hite or ser. sib gem rd Fromm ane <br />6• Cover AsssteYly <br />P.C.C.. "•�•�'i.'��� s. . <br />1 Strvsy Maswwl <br />Undallurbod <br />\BowmslM fall TOR Yee Pie With <br />mentifialioe moan <br />-TYPICAL SECTION <br />j• Raised Letts <br />SECTION A -A <br />SURVEY MONUMENT <br />TFRAME 81 . COVER ASSEMBLY , <br />Cod Yoe <br />RANCHO MORAOA ESTATES <br />os�� <br />NO. <br />FILE <br />SUBDIVISION IMPROVEMENTS No. <br />G-896 <br />n <br />
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