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CA <br />lh <br />A <br />O <br />ZZV <br />Q <br />J <br />W50' <br />L4 <br />j <br />DRAINAGE— <br />RAINAGE <br />EASEMENT <br />p <br />Z <br />I I <br />a <br />O <br />W <br />o <br />PLACE 6' CHAIN LINK <br />9 <br />10 <br />1 1 � <br />12 <br />� <br />FENCE ALL FOUR SIDES) <br />Q <br />= <br />W o = <br />Z <br />O <br />I <br />Ot36 <br />0 <br />6179.42 <br />oLJj <br />PLACE <br />a <br />PLACE STREET SIGN NAME & STOP <br />SIGN. (SEE STD. PLAN R-25) <br />PLACE CENTER STRIPE' <br />MONUMENT BOX <br />(SEE STD PLAN R -18J <br />s <br />50' DRAINAGE <br />W <br />p <br />10' P.U.E. <br />DITCH � <br />\ <br />o• <br />EASEMENT <br />7R�-`� <br />� <br />� <br />\ <br />� <br />INV. 426" <br />0100 MANUEL SILVA COURT <br />PLACE MONUMENT BOX <br />�" <br />- - <br />— <br />PLACE 18"x60' CSP <br />a <br />h <br />Ep <br />R,60 <br />1 <br />(0.0079" THICK) <br />(SEE STD. PLAN R-28) <br />^ 1 <br />? <br />3 <br />+ <br />N <br />5 C 6 <br />STA St65 <br />OtJO <br />PLACE "T" INTERSECTION <br />I <br />- <br />_ <br />- <br />- - - <br />+ <br />, <br />PLACE 12' C.4TE WITH LOCK <br />(SEE STD. PLAN <br />R-26) <br />9 <br />EP <br />-60�, <br />�ip <br />0+ 16 I <br />MATCH EXIST PAVEMENT <br />�fW — <br />— — — — <br />— — — — <br />— — — <br />— — — — <br />— — S\ <br />DITCHcn <br />/ <br />t INV. 428" <br />0t70 <br />10' <br />P.U.f. <br />{ <br />PLACE "NOTA STREET SIGN" <br />w <br />(SEE STD. PLAN -6) <br />1 6 <br />1 5 <br />o <br />1 4 <br />PLACE 6 CHAIN LINK <br />16' <br />16' <br />o <br />? <br />FENCE (ALL FOUR SIDES) <br />13 <br />W <br />m <br />��I <br />o <br />z <br />EXIST. <br />PAVED ROAD <br />� <br />50' DRAINAGE <br />EASEMENT <br />p <br />MANUEL <br />SILVA <br />COURT <br />0+00 <br />1+00 <br />2+00 <br />3+00 <br />4+00 <br />5+00 6+00 <br />7+00 <br />8+00 <br />9+00 <br />EXIST q GRADE <br />v <br />6 <br />C <br />- 6 <br />N <br />N <br />- <br />N <br />- <br />- <br />N <br />M <br />N <br />_ <br />CD <br />(0 <br />(O t0 <br />C6 <br />c0. 10 <br />1-t <br />(0 <br />10, <br />1Dt <br />' <br />1* <br />(O <br /><O <br />_ <br />PROP. /r C GRADE <br />p <br />M <br />^ <br />Lo <br />u) <br />N <br />6 <br />u7. <br />N <br />u) <br />N <br />Ln <br />N <br />u'f <br />N <br />u). <br />N <br />u'1 <br />N <br />. <br />Ln <br />N <br />ul) <br />N <br />Ln <br />N <br />u') Lo <br />NN <br />ul <br />W <br />6 <br />u) <br />N <br />u') <br />N <br />u'f <br />N <br />_ <br />_ <br />Oj <br />v <br />(O <br />' <br />a <br />(O <br />a <br />c0 <br />It <br />u7 <br />'t <br />(6 <br />It <br />t0. <br />' <br />t0 <br />'t <br />(6 <br />'t <br />(6 <br />t6 <br />It <br />t6. (6 <br />'t I <br />'t <br />(6 <br />(C. <br />'t <br />(6 <br />_ <br />_ <br />PROPOSED FL }- <br />u7 <br />00 <br />p <br />00 <br />Lo <br />u'1 <br />v <br />M <br />M <br />O <br />N <br />00 <br />o. <br />u') <br />4m <br />M <br />00 <br />M <br />0 <br />00 Lo <br />Lo 't <br />M <br />M. <br />M <br />o <br />M. <br />m <br />_ <br />= <br />_ <br />Z <br />_ <br />_in <br />m <br />_ <br />_ <br />W <br />m <br />0 <br />ui <br />= <br />o: <br />z <br />a <br />_ <br />_ <br />z <br />w <br />o <br />o <br />_ <br />_ <br />0. <br />w <br />w <br />o <br />_ <br />48 - <br />PROPOSED GRADE <br />W <br />-48 <br />o <br />to <br />+'S <br />N <br />+ <br />_ <br />47 <br />o <br />EXIST <br />GRADE <br />p75 <br />SAO.00 <br />012 <br />_ 47 <br />- <br />_ <br />_ <br />S=0.00 <br />5=�.0 <br />°� <br />- <br />— <br />- <br />46 <br />— — <br />46 <br />_— <br />MATCH <br />EXIST <br />_ <br />DITCH <br />- <br />45 - <br />45 <br />N <br />c- <br />PLACE 18,,X60' C.S.P, <br />_ <br />4 4.8 0 <br />S=0.0025 <br />(0.0079" THICK) <br />44 <br />_ 44 <br />42.80 <br />43- <br />PROPOSED LT & RT <br />-43 <br />DITCH E -L GRADE <br />-42 <br />42- <br />- <br />LEVEL <br />INV.=42.80 <br />_ <br />_ <br />N, ` ' <br />x <br />i a ; <br />'I, '� / �,; <br />REVISIONS <br />BENCH MARK: ELEV.: 47.12 <br />JOB NO. 9957OP12.3i <br />EARNEST <br />F. SMITH - CIVIL ENGINEER <br />SPIESS RANCHO UNIT NO. 3 <br />SHEET <br />N0. <br />DESCRIPTION <br />DATE <br />BY <br />DATE : <br />SCALE HORIZ. 1^=40' <br />5355 SOLARI RANCH ROAD PHONE (209) 931-1375 <br />SUBDIVISION <br />IMPROVEMENTS <br />_., <br />STOCKTON, CALIFORNIA 95215 <br />691 9_ d <br />SCALE VERT.: 1•=2' <br />DESCRIPTION <br />CENTERLINE MONUMENT ON <br />SPIESS ROAD. 229.70 ' EAST <br />MANUEL SILVA COURT <br />�. <br />DATE: <br />R.C.E. NO.: 15372 <br />E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31- <br />MAN U EL SI LVA COURT <br />OF 5 <br />FILE NO. 99570P12 <br />DRAWN <br />DESIGN <br />CHECK : <br />