Laserfiche WebLink
r� <br />NO. DATE REVISIONS <br />9-98 Ax - ja,/f 1�11Ss <br />PRINTED ON DIEPO NO. 1000H CLEARPRINT <br />601157• 5/GP) <br />TG 4/. 65 //7 Y. \ <br />5'/CB 96.V <br />N <br />I175taii /"/Voter <br />SerYi�e far <br />Hameawl�cr'S AssaG. <br />Cyp <br />R <br />s�RV SSS <br />0 h \ry <br />N <br />PRIC <br />TG 42. J3 <br />PRPR____ <br />TG 4/•70 <br />C0/75t• 5/C46 <br />5/ce 36.0 <br />EEO <br />60/71. 5/GB <br />T6 4/.54 ///Y• <br />5/CB 37.80 <br />m <br />79 <br />\ /� PUS _ <br />0. <br />/ q� •w + <br />V y C y0 'QOOD <br />I h! <br />1/l S Lf o a� 6. W OVCT 5D _-a <br />i0 S < 005 135LF � �n <br />rep <br />%j <br />57 �Cclz <br />10 n CN d� <br />�? 54 53 mem <br />56 v, d <br />Nh� o V o N <br />Nis <br />UNDERGROUND UTILITIES <br />DETAIL <br />BY DESIGN 7/0 DRAWN BY .110 APPROVED BY <br />MtTTED Y - <br />R.C.E. ���3g DATE SAN 46AQUIN COUNTY 6tftgCTOR Of PUBLIC WORKS <br />I <br />1 <br />O�'90-w <br />o <br />as : 0.30% ()'! \ \ p. 32 °/n (W) PI o. soy K <br />!wI <br />/nV 34./0 1my <br />8 <br />m <br />I <br />v <br />future c� 4 5 ' <br />1179ta// <br />5G/'//%LG for HoincO/Ylrers <br />ASyn <br />HP <br />TC 4 H . /4 <br />Const 541rvev <br />001. 29 /5 F 48.75 <br />Rad. pt. ,f CenrCr of <br />/5/pnq /Y/6 "Gard <br />0. C. <br />Sae Detail 54t.' /10.5 <br />BAUMBACH & PIAZZA <br />CIVIL ENGINEERS - SURVEYORS <br />323 W. ELM ST., LODI, CALIF. 95240 PH. 209-368.6618 <br />Curb Datil <br />0+00 <br />81. 111 w <br />Cdl slcB 37.95 <br />LF /nY. <br />J4� <br />//9 57H!/ LF (0'/55 <br />L9 <br />/50. 2/' <br />- ,�,r/5r. ground <br />70/0 Df Garb <br />44 <br />Q, K <br />-0 o/-- l w) 42 <br />117.6ta/1 lell SW 40 <br />(N,E) 45 LF /1/Y. GT <br />5/GB <br />(S,E) 54 I.F /17Y 0 <br />S/CB 37. <br />/1/97,7// /e- LF /2 "50 i <br />✓. 37.25 a. ao2 /nY .5700 <br />/5 "5D (6') <br />1 +00 2+00 <br />CYPRESS <br />38 1• <br />36 <br />34 <br />32 <br />to 0 <br />30 <br />h <br />h <br />h� 28 <br />3 +00 <br />1U ( c <br />ISLAND PLANTER <br />ITBf <br />INV. -LINEAR FOOTAGE <br />SLOPE <br />1 55MH <br />/nv 38.68 (/Y) <br />0.005 (w) <br />ZO 55MH <br />/q!! 38.00(PJ/qy 37.9¢( <br />0.005 (N) <br />SOMH <br />MY.357(E•/YJ/dV.311.6(41) <br />0.0//' (N) <br />/0"90 <br />//5 GF (3W) <br />--0- -0021 <br />24 .GF ($N') <br />O. &14e <br />/0"30 <br />70 I.P (SE) <br />0.0272 <br />/2"50 <br />•924F (N) <br />0.19 . <br />/a"sD <br />90I.F (S) <br />0.0067 <br />7' 11�661 <br />EEO <br />60/71. 5/GB <br />T6 4/.54 ///Y• <br />5/CB 37.80 <br />m <br />79 <br />\ /� PUS _ <br />0. <br />/ q� •w + <br />V y C y0 'QOOD <br />I h! <br />1/l S Lf o a� 6. W OVCT 5D _-a <br />i0 S < 005 135LF � �n <br />rep <br />%j <br />57 �Cclz <br />10 n CN d� <br />�? 54 53 mem <br />56 v, d <br />Nh� o V o N <br />Nis <br />UNDERGROUND UTILITIES <br />DETAIL <br />BY DESIGN 7/0 DRAWN BY .110 APPROVED BY <br />MtTTED Y - <br />R.C.E. ���3g DATE SAN 46AQUIN COUNTY 6tftgCTOR Of PUBLIC WORKS <br />I <br />1 <br />O�'90-w <br />o <br />as : 0.30% ()'! \ \ p. 32 °/n (W) PI o. soy K <br />!wI <br />/nV 34./0 1my <br />8 <br />m <br />I <br />v <br />future c� 4 5 ' <br />1179ta// <br />5G/'//%LG for HoincO/Ylrers <br />ASyn <br />HP <br />TC 4 H . /4 <br />Const 541rvev <br />001. 29 /5 F 48.75 <br />Rad. pt. ,f CenrCr of <br />/5/pnq /Y/6 "Gard <br />0. C. <br />Sae Detail 54t.' /10.5 <br />BAUMBACH & PIAZZA <br />CIVIL ENGINEERS - SURVEYORS <br />323 W. ELM ST., LODI, CALIF. 95240 PH. 209-368.6618 <br />Curb Datil <br />0+00 <br />81. 111 w <br />Cdl slcB 37.95 <br />LF /nY. <br />J4� <br />//9 57H!/ LF (0'/55 <br />L9 <br />/50. 2/' <br />- ,�,r/5r. ground <br />70/0 Df Garb <br />44 <br />Q, K <br />-0 o/-- l w) 42 <br />117.6ta/1 lell SW 40 <br />(N,E) 45 LF /1/Y. GT <br />5/GB <br />(S,E) 54 I.F /17Y 0 <br />S/CB 37. <br />/1/97,7// /e- LF /2 "50 i <br />✓. 37.25 a. ao2 /nY .5700 <br />/5 "5D (6') <br />1 +00 2+00 <br />CYPRESS <br />38 1• <br />36 <br />34 <br />32 <br />to 0 <br />30 <br />h <br />h <br />h� 28 <br />3 +00 <br />1U ( c <br /><Lots G4 -G5) <br />i <br />�JOa <br />= <br />41.5' <br /><7 = 269°48'04' <br />d = <br />95°39'39" <br />SUbd, <br />R = 2/.5 0t 69) <br />d = 56 ° 57106 <br />T <br />(L at 6 5) <br />CYPRESS <br />RUN <br />Sta. 00 + 29.15 to <br />/. = 2/. 37' <br />2 + 94.15 <br />7' 11�661 <br />34.87' <br />r\ <br />7-= 1.9-5.4'' <br />y <br />7o <br />zo' <br />N <br />^ <br />GG a E7 <br />�B <br />U <br />d <br />ti <br />c an5f. 5arve ,y1an. <br />Vj�} <br />�� <br />k <br />� <br />2194•/5 <br />�14 <br />ti <br />Aor <br />s� <br />' <br />2 <br />1 <br />CrOwn.. <br />y� <br />TG 4/.57 <br />N <br />R!T <br />J <br />I <br />14 <br />w/ <br />/O' Rue <br />-- <br />_ <br />a 3 <br />R <br />i <br />72 <br />� <br />I <br />Congy. <br />� <br />C <br /><Lots G4 -G5) <br />(Lor 63 ) <br />= <br />41.5' <br /><7 = 269°48'04' <br />d = <br />95°39'39" <br />G = /77.26' <br />/- <br />T <br />CYPRESS <br />RUN <br />Sta. 00 + 29.15 to <br />Sta. <br />2 + 94.15 <br />�N' R- <br />Sr/ 5 <br />m U 73 <br />IV, <br />h 6' <br />tV Gj i' ON �2' /2' <br />v <br />(,cot G/J <br />r= 35.50' <br />(Lots 69-72) <br />R = 38.5' <br />Z = 2/8° 56' 40" <br />/G = 14 7.12' <br />W00DBRIDGE GREENS <br />UNIT 410. 2 <br />SUBDIVISION' IMPROVEMENTS <br />SHEET O OF <br />JOB No. 8394-Z <br />FILE _ u <br />NO. <br />