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M <br />44 <br />42 <br />38 <br />36 <br />34 <br />32 <br />II' <br />30 <br />Varies <br />Ln <br />k wol ISS <br />v <br />66 <br />- <br />4341 <br />d <br />^p. <br />(V <br />cn <br />v <br />all <br />1-0 <br />N <br />TP <br />O N <br />Ci <br />15 <br />M <br />NM <br />4 <br />a <br />+ <br />Q <br />�ILiz, <br />w <br />_ _<2 <br />\9i <br />0. <br />-J <br />— <br />Q' <br />0� tij <br />U <br />Centerline <br />w <br />3p %21�"' +I <br />Ln Kl <br />CO `t <br />I <br />Ili <br />(� <br />I <br />I <br />CD <br />CL <br />Rigritof Way (5) <br />rn <br />ca <br />+ a. <br />o J <br />N <br />N <br />ill <br />Q <br />w 1� <br />91 Lf 8" 4$ INV. 34..60 <br />gW.33.9p lroSTALL 1 <br />7 <br />3' <br />2' I 4' <br />Exist Vanes 2%_3.2% <br />_ r <br />Varle47 <br />1 <br />J <br />Saw Cut ` <br />Exist Edge of Pavement Bevel G G.6 <br />R/ 9+00 <br />—Install d3 LF W'SD II \ II <br />� <br />Tie t0 exist D.I:C.B. <br />n5ta1139 LF 12"SD (S)' <br />Inv, 57•.3 (5S:1 C g <br />\w3j0�.,2"50 Install 179LF 18°5D o <br />Ins ta11202LF Ig4sD <br />Inv. 36.5 7 <br />(U45) ►2"3DB <br />L b SS 0,15 <br />Ins 3 <br />0 SOrn <br />lnv.34..1 0 <br />k wol ISS <br />a <br />66 <br />- <br />4341 <br />d <br />^p. <br />(V <br />cn <br />, <br />IQO <br />all <br />1-0 <br />0 <br />TP <br />O N <br />Ci <br />15 <br />M <br />NM <br />4 <br />lid <br />+ <br />Q <br />�ILiz, <br />w <br />_ _<2 <br />\9i <br />0. <br />-J <br />— <br />0� tij <br />— m <br />me <br />Centerline <br />ap N <br />3p %21�"' +I <br />Ln Kl <br />CO `t <br />Edge of Pavemerrt (s) <br />+' n. <br />OQ <br />N+ <br />dN <br />CL <br />Rigritof Way (5) <br />rn <br />- <br />+ a. <br />o J <br />��` <br />Lip of U-4 S. <br />N <br />14 <br />�° <br />foo +a <br />NJ N <br />or <br />R <br />- <br />mf o� <br />-----_04!--1 <br />---------- <br />mF- <br />_,^ <br />10+00 <br />0.32wti <br />0.3 <br />13400 <br />14+00 15♦00 <br />a 00 <br />tLi L E <br />N W <br />II <br />I <br />it <br />—Install d3 LF W'SD II \ II <br />� <br />Tie t0 exist D.I:C.B. <br />n5ta1139 LF 12"SD (S)' <br />Inv, 57•.3 (5S:1 C g <br />\w3j0�.,2"50 Install 179LF 18°5D o <br />Ins ta11202LF Ig4sD <br />Inv. 36.5 7 <br />(U45) ►2"3DB <br />L b SS 0,15 <br />Ins 3 <br />0 SOrn <br />lnv.34..1 0 <br />A U G LISTA <br />CUR D DATA <br />R= 2 0' <br />p= 90. 03'30" <br />L= 31.44 <br />per Std B-4 <br />Prime Coat 0.20' A.C.- Type "B" - 1/21 Max Agg <br />0.50' A.D.- CIM 3/4" Max. Aqg, <br />0.67' 950/° R.C. Orig. Ground <br />STATION <br />TYPICAL SECTION AUGUSTA STREET 10450.11.25 SI Io+15 Install 8•x8"x6"Tee, w/ Blind Flange (w) <br />Scale; I"=4' Horiz Remove rails to <br />12+50-13#70 Saw Cut Exist Pavementtot <br />NOTE: Cross Slope of widening I 10+00.00 AUGUSTA STREET T <br />shall be equal toorgreater 14+20,40 OLIVE STREET <br />Exist CElev. 42.99 1 <br />than Exi 5t pavement but not to � N cn I <br />exceed 4%. a wao I oJP W/ Light '— �P <br />yLc R, <br />nss I ns <br />Edgeo_ave_ <br />4745 4 A 43 22 4 42 o4 _ 43. 6j 1470 <br />9 NI 1 <br />1 N <br />43.22 _ _ —424,4` \ 42 19 42.74 — —. _. 4L 444— <br />Edge of fbvement <br />R/ W <br />3 <br />N 9 <br />o <br />NOTE : G.E. Req'd = 0.96 G E Provided = 1-05 io <br />E.P. II' R/W I 1 = <br />30 <br />C) <br />7'3' <br />7'3. W I, L) :3 I 2 <br />LL!2 2 CO <br />2% @ 11+ 2 1 4' 30 30 a w <br />2%@ 11+85 (LPs B5 (LP) I F— N •r <br />Exist@ MatchExlst_2/@ + <br />Match /1 �4" crf{. / N <br />25-3.2%@/2+50 I I I +I a �a <br />_ > <br />W ( o .� a <br />A. <br />Bevel GG AS <br />LL <br />Prime Coot 0,2'A.C.-Type11Bn- I/2" Mox.Agg, per Std B-4 j <br />V 0.5'A,13. C/113/4"Max.Agg. <br />J 0.67'95% R.C. Orlg Ground <br />T.1.=5.0 R -Value =40 STATION <br />M <br />TYPICAL SECTION AUGUSTA STREET 11.25-12+50 <br />Scale: 111= 51 Horiz <br />NO. DATE REVISIONS BY DESIGN DRAWN BY <br />APPROVED BY: Henry M. Hirata RCE No. 21258 <br />19 <br />4Y <br />R.C.E. f9G38 DATE AN <br />STREET <br />Remove Exist_Roadway4Track <br />Replace with Typical <br />03 Structura I Section per Detail O <br />„ 1+ <br />N PP U N PP <br />W — — ------------- O _ f—� <br />----------- <br />42.25 F.G.e - N - - - -- ----0 <br />18"SD <br />17' 30' <br />L3, i3 til 43:2 ' 9 42714 42 ]6 <br />118 1 1 2 1 ��3 <br />_5L _,—az ey—. 43;6 • 41°6 42.5E a3`ia 22' 30'. az�7 <br />N I Iss wl Jos *I Iss I <br />k wol ISS <br />1- <br />43 <br />66 <br />- <br />4341 <br />d <br />^p. <br />C Edge o f Po vemen t <br />43 53 <br />1 <br />`_ <br />10IRLI.E. <br />TP <br />I <br />15 <br />.it _. 4 °4 <br />MON <br />y <br />1 <br />1 * 2�� Edge ofPnvemet <br />_ _<2 <br />\9i <br />N <br />T: <br />Lna41 <br />— m <br />me <br />e <br />LIS <br />3p %21�"' +I <br />Ln Kl <br />V'a <br />"' N . <br />E N <br />3N N <br />cpndtLINv <br />^, <br />00 <br />X +' M <br />*w a <br />� <br />+IOa� <br />q <br />N <br />14 <br />rrQ a <br />N <br />foo +a <br />NJ N <br />or <br />R <br />ma 00 dww <br />mf o� <br />I <br />mF- <br />_,^ <br />10+00 <br />11+00 12+00 <br />0 <br />13400 <br />14+00 15♦00 <br />A U G LISTA <br />CUR D DATA <br />R= 2 0' <br />p= 90. 03'30" <br />L= 31.44 <br />per Std B-4 <br />Prime Coat 0.20' A.C.- Type "B" - 1/21 Max Agg <br />0.50' A.D.- CIM 3/4" Max. Aqg, <br />0.67' 950/° R.C. Orig. Ground <br />STATION <br />TYPICAL SECTION AUGUSTA STREET 10450.11.25 SI Io+15 Install 8•x8"x6"Tee, w/ Blind Flange (w) <br />Scale; I"=4' Horiz Remove rails to <br />12+50-13#70 Saw Cut Exist Pavementtot <br />NOTE: Cross Slope of widening I 10+00.00 AUGUSTA STREET T <br />shall be equal toorgreater 14+20,40 OLIVE STREET <br />Exist CElev. 42.99 1 <br />than Exi 5t pavement but not to � N cn I <br />exceed 4%. a wao I oJP W/ Light '— �P <br />yLc R, <br />nss I ns <br />Edgeo_ave_ <br />4745 4 A 43 22 4 42 o4 _ 43. 6j 1470 <br />9 NI 1 <br />1 N <br />43.22 _ _ —424,4` \ 42 19 42.74 — —. _. 4L 444— <br />Edge of fbvement <br />R/ W <br />3 <br />N 9 <br />o <br />NOTE : G.E. Req'd = 0.96 G E Provided = 1-05 io <br />E.P. II' R/W I 1 = <br />30 <br />C) <br />7'3' <br />7'3. W I, L) :3 I 2 <br />LL!2 2 CO <br />2% @ 11+ 2 1 4' 30 30 a w <br />2%@ 11+85 (LPs B5 (LP) I F— N •r <br />Exist@ MatchExlst_2/@ + <br />Match /1 �4" crf{. / N <br />25-3.2%@/2+50 I I I +I a �a <br />_ > <br />W ( o .� a <br />A. <br />Bevel GG AS <br />LL <br />Prime Coot 0,2'A.C.-Type11Bn- I/2" Mox.Agg, per Std B-4 j <br />V 0.5'A,13. C/113/4"Max.Agg. <br />J 0.67'95% R.C. Orlg Ground <br />T.1.=5.0 R -Value =40 STATION <br />M <br />TYPICAL SECTION AUGUSTA STREET 11.25-12+50 <br />Scale: 111= 51 Horiz <br />NO. DATE REVISIONS BY DESIGN DRAWN BY <br />APPROVED BY: Henry M. Hirata RCE No. 21258 <br />19 <br />4Y <br />R.C.E. f9G38 DATE AN <br />STREET <br />Remove Exist_Roadway4Track <br />Replace with Typical <br />03 Structura I Section per Detail O <br />„ 1+ <br />N PP U N PP <br />W — — ------------- O _ f—� <br />----------- <br />42.25 F.G.e - N - - - -- ----0 <br />18"SD <br />17' 30' <br />L3, i3 til 43:2 ' 9 42714 42 ]6 <br />118 1 1 2 1 ��3 <br />_5L _,—az ey—. 43;6 • 41°6 42.5E a3`ia 22' 30'. az�7 <br />N I Iss wl Jos *I Iss I <br />k wol ISS <br />1- <br />43 <br />66 <br />- <br />4341 <br />6 <br />C Edge o f Po vemen t <br />43 53 <br />y 1 <br />10IRLI.E. <br />TP <br />I <br />15 <br />.it _. 4 °4 <br />r� <br />1 <br />1 * 2�� Edge ofPnvemet <br />_ _<2 <br />\9i <br />N <br />6 W <br />Tel <br />LIS <br />T��/w <br />_ <br />o <br />^, <br />'C <br />Tie VW to Exist Flange (W) <br />i <br />Install Valve 14+3-I.1t <br />NJ N <br />or <br />I <br />I. " <br />F <br />14+20.1 AUGUST45TRGET <br />I <br />I <br />I <br />14+20.6 LILAC STREET <br />0 <br />00e <br />°r I <br />O <br />V <br />a 00 <br />tLi L E <br />N W <br />Exist tElev. 43.611 <br />— <br />> <br />ZS <br />I <br />url <br />U <br />m <br />IW <br />I <br />.al'CON <br />Qj <br />T <br />_ <br />3 <br />17' <br />64. <br />CO <br />° <br />tn <br />"� <br />--IH <br />_aN a <br />- <br />m <br />4, <br />C <br />O <br />6 <br />30, I <br />_ <br />N <br />_o_a <br />a <br />0� <br />wa <br />J <br />BAUMBACH & PIAZZA <br />CURB DATA <br />R= 20' <br />D = 89°59' l2" <br />L= 31.41 ' <br />CIVIL ENGINEERS <br />SURVEYORS <br />323 W. ELM ST. L001, CALIF. <br />95240 PH: 209-380-8618 <br />AUGUSTA STREET <br />"TOWN <br />SQUARE 11 <br />ONJ <br />44 <br />42 <br />401 <br />38 <br />M2 <br />32 <br />SHEETO OF <br />JOB NO. 8941 <br />FILNO. G-924 <br />— Inv 5.9-6"SS <br />43 "2.�ToP 30 So 35.4543 <br />1- <br />43 <br />66 <br />- <br />4341 <br />6 <br />C Edge o f Po vemen t <br />43 53 <br />y 1 <br />� <br />I <br />15 <br />.it _. 4 °4 <br />1 <br />1 * 2�� Edge ofPnvemet <br />_ _<2 <br />\9i <br />6 W <br />Tel <br />T��/w <br />^, <br />I <br />Tie VW to Exist Flange (W) <br />i <br />Install Valve 14+3-I.1t <br />w I I' <br />Ur 1 <br />or <br />I <br />I. " <br />I <br />14+20.1 AUGUST45TRGET <br />I <br />I <br />I <br />14+20.6 LILAC STREET <br />00e <br />°r I <br />Iw <br />I <br />N W <br />Exist tElev. 43.611 <br />ro <br />m$ I <br />I <br />U <br />CN °'i <br />IW <br />I <br />11 <br />T <br />_ <br />17' <br />17'1 1 <br />4, <br />w cn <br />30, I <br />U <br />_o_a <br />Qn <br />0� <br />J <br />a <br />t IS Z <br />J <br />r <br />d , <br />Ujj <br />to N <br />M .Q, j c <br />CIVIL ENGINEERS <br />SURVEYORS <br />323 W. ELM ST. L001, CALIF. <br />95240 PH: 209-380-8618 <br />AUGUSTA STREET <br />"TOWN <br />SQUARE 11 <br />ONJ <br />44 <br />42 <br />401 <br />38 <br />M2 <br />32 <br />SHEETO OF <br />JOB NO. 8941 <br />FILNO. G-924 <br />