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44 <br />42 <br />40 <br />36 <br />KV <br />34 <br />1111 <br />DATE <br />i <br />f <br />i <br />9+00 <br />10+00 <br />G 8"W �- <br />Install b"Valve_$ FH - Tie to <br />I I <br />6" Tee <br />17' <br />10+00.00_ INDIANA _STREET <br />10+00.00 -OLIVE STREET <br />Exist t Ele-v-40.87 <br />REVISIONS <br />'"`o, 33% <br />Exist 2411SD <br />N D I A N A <br />CURB DATA <br />R=30' <br />A= 890581084 <br />L= 47.11' <br />W <br />WN <br />30' <br />30' I <br />Uj <br />N <br />(n <br />30' <br />U') <br />I <br />w <br />Exist <br />Centerline <br />�? <br />V <br />I <br />Exist <br />I <br />p <br />I <br />w <br />I <br />z4tl/ <br />Right of Way (N <br />x,00c6 <br />a <br />9q <br />O,d <br />* <br />40.3p <br />/ <br />4040 7t <br />m <br />111 <br />o <br />"' 30' <br />/ <br />G 8"W �- <br />Install b"Valve_$ FH - Tie to <br />I I <br />6" Tee <br />17' <br />10+00.00_ INDIANA _STREET <br />10+00.00 -OLIVE STREET <br />Exist t Ele-v-40.87 <br />REVISIONS <br />'"`o, 33% <br />Exist 2411SD <br />N D I A N A <br />CURB DATA <br />R=30' <br />A= 890581084 <br />L= 47.11' <br />j <br />I <br />I <br />12 +00 13+00 <br />STREET <br />Ex 38.46 <br />12"SD(Sw <br />Ex 38.02 <br />12"sD(NW) <br />Ex. <br />CURB DATA <br />R= 30' <br />A= 89°59'10" <br />L= 47,12' <br />w <br />N IIw <br />a <br />01 <br />- d:1 15 1b 17 18 U �I 9 2 0 0 �2� s <br />i~ <br />,� m C � <br />M 0 U ki;;' <br />�d w <br />mo O D'_wm w l <br />C'1 o. 3 W U o <br />.O. � .n In C) w o L_ �ILL <br />+ + C� w "� W to _j U <br />v_ 0a <br />o f Of� oo ii� c �d 0arn m'- <br />4 J a - <br />Re tricted Acc ess <br />v <br />40.7 <br />- 241'Sp -- ----- <br />vi9 Ta'sF 17 , ZZ Ze -1 To 97 fi<,� - - _ - 41 4�. - - -.0� _ - 4�,,_..� •- .._I, <br />40 It 4 41.13 h. 22 ♦I 60j 4t 07 E _ 4EI521!., <br />4i6; <br />BY DESIGN DRAWN BY <br />By <br />R.C.E. �G�B DATE <br />...W.til RCE No. 21258 <br />FN 0 0 <br />K 4- L <br />w 0 <br />3C6 <br />> °u <br />- o- <br />> oo <br />.0 <br />°.o <br />„7 .- <br />= 3 0 <br />„ <br />+I _ <br />v <br />"u <br />�U1 u O <br />--ai <br />A-5-7.3 0 ±18 " 3D (SE) <br />:x 37.17+ <br />12"SD(SQ <br />15 +00 <br />N <br />v <br />30' <br />30' I <br />N <br />Co <br />I <br />w <br />Exist <br />Centerline <br />�? <br />Exist <br />Edge of Pavement (N) <br />w <br />to <br />N <br />Exist <br />Right of Way (N <br />x,00c6 <br />a <br />CippofieG G F S (14 <br />O,d <br />* <br />J <br />/ <br />0 a <br />m <br />j <br />I <br />I <br />12 +00 13+00 <br />STREET <br />Ex 38.46 <br />12"SD(Sw <br />Ex 38.02 <br />12"sD(NW) <br />Ex. <br />CURB DATA <br />R= 30' <br />A= 89°59'10" <br />L= 47,12' <br />w <br />N IIw <br />a <br />01 <br />- d:1 15 1b 17 18 U �I 9 2 0 0 �2� s <br />i~ <br />,� m C � <br />M 0 U ki;;' <br />�d w <br />mo O D'_wm w l <br />C'1 o. 3 W U o <br />.O. � .n In C) w o L_ �ILL <br />+ + C� w "� W to _j U <br />v_ 0a <br />o f Of� oo ii� c �d 0arn m'- <br />4 J a - <br />Re tricted Acc ess <br />v <br />40.7 <br />- 241'Sp -- ----- <br />vi9 Ta'sF 17 , ZZ Ze -1 To 97 fi<,� - - _ - 41 4�. - - -.0� _ - 4�,,_..� •- .._I, <br />40 It 4 41.13 h. 22 ♦I 60j 4t 07 E _ 4EI521!., <br />4i6; <br />BY DESIGN DRAWN BY <br />By <br />R.C.E. �G�B DATE <br />...W.til RCE No. 21258 <br />FN 0 0 <br />K 4- L <br />w 0 <br />3C6 <br />> °u <br />- o- <br />> oo <br />.0 <br />°.o <br />„7 .- <br />= 3 0 <br />„ <br />+I _ <br />v <br />"u <br />�U1 u O <br />--ai <br />A-5-7.3 0 ±18 " 3D (SE) <br />:x 37.17+ <br />12"SD(SQ <br />15 +00 <br />Q <br />J <br />J <br />BAUMBACH & PIAZZA <br />CIVIL ENGINEERS <br />SURVEYORS <br />323 W. ELM ST. L001, CALIF. <br />55240 PH: 209-366-6616 <br />INDIANA <br />30' R/W <br />Varies 9.3 - 10' Edge of Pavement 2' 5' 3' <br />Exist Vgr1Ps 20% 6/ � � o <br />se <br />e /�04._/� Y4 /ft i <br />- �`--- Note 3 <br />I Exist Roadway <br />Saw cut • •. <br />=.: Vert C•GeiS <br />per Stcl 8-5 <br />Prime Coat 0.20'A.C.--Type"B11'/2"Max-Ag <br />0.50' A.B.-CI.II 3/42 MOX• Agg <br />0.67'95% R.C. Original Ground NOTE:1, For Olive, Indiana$ Lilac St:s: <br />G.E. Req,'d.< 0.96 <br />T. I. = 5.0 R• Va lue =40 G. E. Provided= 1.05 <br />OLIVE STREET ro.2'A.c.=0.501 <br />Scale : I"=4' Horiz. 0.5'A.B.= 0.55 J <br />7.3' High Masonary Fence 21 Maintain slope at Curb Return <br />Design to be approved by 3. Cross Slooe of vaideninq <br />5. J. county Department of chall be equal to orgreater <br />Public Works prior to construction. than exist Davetricnt butnot <br />n R/W 30' to exceed d % <br />Edge of Pavement Varies 10'- 11.5' <br />c 0.5' T5' <br />1/40/ft. to 4.07° Exist Varies2.1% 4°!. <br />I .• .. • ...: See Note 3 ---- <br />�-� � Exist RI odway <br />Vert G GF S ' 5caw Cut <br />per Std.5-5 <br />Concrete 0.20'A.C.-Ty pe 116a-1/211 Max, Agy <br />(w/Fence Ftg.) Prime Coat 0.50'A.Bo-C1.II 3/4'Max Agg. <br />R/ W <br />3' 51 <br />%4"/fit <br />Vert. C.G.gS - <br />per Std B•5 <br />0.6 1 95-/* R.G. Original Ground <br />T. 1•=5,0 R- Value =40 <br />INDIANA STREET <br />scale., 111=4' Horiz. <br />2' Edge of Varies 12.8'- 14'± <br />Pavement <br />(2' _ <br />2,0%to4.D% ExistVaiies <br />Sec Note �-• _ - <br />Saw Cut Ey i st ROG <br />.'.: <br />0,?0' A. C. - Type "811- 1/2 a Uax.Ag . <br />Prime Coat - 0..50' A.B.- C1.n 3/411 Max•Agg. <br />- 0.67' 95N R.C.Original Ground <br />T, 1.=5.0 R-value=40 <br />LILAC STREET <br />Scale I" = 41 HOriz <br />STREET IIf TOWN SQUARE" <br />SHEET(S) OF CS <br />JOB NO. 8941 <br />FILE <br />NO. G- 924 <br />30' <br />30' I <br />W <br />2' <br />I <br />w <br />W <br />3cr- <br />17' <br />17'1 <br />'11 <br />w <br />N <br />Replace w/ deep <br />lift A -C. or full <br />--T- <br />structural section <br />as necessary (Typical) <br />� <br />1 <br />14+20,4 <br />INDIANA STREET <br />\ <br />10+00.0 <br />LILAC STREET <br />\ <br />Exist <br />Elev. 43.56 <br />-- <br />42.65 <br />4 <br />r <br />+3 39 <br />\xy43 <br />XA <br />1 4 <br />G <br />I <br />Q <br />J <br />J <br />BAUMBACH & PIAZZA <br />CIVIL ENGINEERS <br />SURVEYORS <br />323 W. ELM ST. L001, CALIF. <br />55240 PH: 209-366-6616 <br />INDIANA <br />30' R/W <br />Varies 9.3 - 10' Edge of Pavement 2' 5' 3' <br />Exist Vgr1Ps 20% 6/ � � o <br />se <br />e /�04._/� Y4 /ft i <br />- �`--- Note 3 <br />I Exist Roadway <br />Saw cut • •. <br />=.: Vert C•GeiS <br />per Stcl 8-5 <br />Prime Coat 0.20'A.C.--Type"B11'/2"Max-Ag <br />0.50' A.B.-CI.II 3/42 MOX• Agg <br />0.67'95% R.C. Original Ground NOTE:1, For Olive, Indiana$ Lilac St:s: <br />G.E. Req,'d.< 0.96 <br />T. I. = 5.0 R• Va lue =40 G. E. Provided= 1.05 <br />OLIVE STREET ro.2'A.c.=0.501 <br />Scale : I"=4' Horiz. 0.5'A.B.= 0.55 J <br />7.3' High Masonary Fence 21 Maintain slope at Curb Return <br />Design to be approved by 3. Cross Slooe of vaideninq <br />5. J. county Department of chall be equal to orgreater <br />Public Works prior to construction. than exist Davetricnt butnot <br />n R/W 30' to exceed d % <br />Edge of Pavement Varies 10'- 11.5' <br />c 0.5' T5' <br />1/40/ft. to 4.07° Exist Varies2.1% 4°!. <br />I .• .. • ...: See Note 3 ---- <br />�-� � Exist RI odway <br />Vert G GF S ' 5caw Cut <br />per Std.5-5 <br />Concrete 0.20'A.C.-Ty pe 116a-1/211 Max, Agy <br />(w/Fence Ftg.) Prime Coat 0.50'A.Bo-C1.II 3/4'Max Agg. <br />R/ W <br />3' 51 <br />%4"/fit <br />Vert. C.G.gS - <br />per Std B•5 <br />0.6 1 95-/* R.G. Original Ground <br />T. 1•=5,0 R- Value =40 <br />INDIANA STREET <br />scale., 111=4' Horiz. <br />2' Edge of Varies 12.8'- 14'± <br />Pavement <br />(2' _ <br />2,0%to4.D% ExistVaiies <br />Sec Note �-• _ - <br />Saw Cut Ey i st ROG <br />.'.: <br />0,?0' A. C. - Type "811- 1/2 a Uax.Ag . <br />Prime Coat - 0..50' A.B.- C1.n 3/411 Max•Agg. <br />- 0.67' 95N R.C.Original Ground <br />T, 1.=5.0 R-value=40 <br />LILAC STREET <br />Scale I" = 41 HOriz <br />STREET IIf TOWN SQUARE" <br />SHEET(S) OF CS <br />JOB NO. 8941 <br />FILE <br />NO. G- 924 <br />