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192 <br />.e <br />:i <br />Mtn <br />j <br />"00 <br />9+00 <br />OSPREY <br />/01+00 <br />too <br />.o <br />I ?"SO L4TERAL S NN W 4 5W) <br />1p <br />l <br />COURT <br />CURB DATA <br />R = 1700' <br />Delta = 49° 59'4-11 <br />SCALE, NORIZ�1"=40 L <br />VERT <br />19 v w <br />s � W <br />L7 <br />7 � m <br />\ w m <br />CURB DATA <br />R = 43.00' `im b aae, <br />Delta = Z79° 5 9' 22" ° o <br />L = 110.13' 18 - C� m °j blo <br />n o U <br />/ <br />5 r�s0`w 6 / a <br />C 9)70 CB <br />/g <br />123 LF <br />d <br />` 300' ;n N <br />I% ' 9 <br />CONST. SURVEY MON. BOX N ry <br />8 tB¢. 98 - 06PREY c% / se N <br />F6. 98.35 RAD. Pr �N / s <br />/ . Id <br />CONST. BEVELED TVPE C.G E S. - w 1 y <br />f <br />c <br />a s <br />m <br />O � <br />I <br />DO N Z W 4% <br />15 Jz ;� <br />Q tiN �1 <br />t W <br />V Ln U) <br />N�- <br />4e <br />m 4 o p V <br />CURB DATA a <br />R = Z7.00' <br />._...._�..__.....,:b.«•. Delta = Ws?' 41' <br />L = Z3.56' <br />NO. DATE REVISIONS BY DESIGN S.E.P. DRAWN BY E.S. <br />SUBMITTED BY I <br />R.C.E. DATE <br />Stet— 2 9,31 <br />6 <br />!z <br />.f <br />i <br />to + 00 <br />NOTE 55 laterals for Lots /3-26 <br />shall be Ductilc Iron Pioc <br />CURB DATA <br />R = 20.00' <br />Delta = 94023'34" <br />L = 32.95' <br />23 <br />I24 <br />IK <br />CONST. 5URVEY MON . BOX <br />' 10 t 00- OSPREY CL" <br />1Zf-8714 - SPARROW 11AWR DR. <br />1 <br />L <br />W O <br />I I <br />I� I� <br />25 <br />4 4l+` <br />89.55 (W) <br />23.5 ' jro <br />CO <br />I V 88 <br />120,58(E) <br />v 9 <br />v v <br />t <br />(n <br />6- <br />/00 <br />/00 <br />CURB DATA <br />H <br />R = 20.00' <br />a �N �m m <br />Delta = 77006'44" <br />r- <br />L = 26,92` <br />o <br />C� <br />jL <br />ZE <br /><t <br />v <br />U <br />2� <br />2 <br />Q <br />W N - <br />Lf)o .a <br />W <br />N <br />a <br />z <br />0.325%17J i <br />4 <br />0,34%c- cr- a <br />98 <br />� <br />0 25°/ (r) <br />1t w1 <br />V <br />.,o <br />COt< W, <br />V h <br />DUCTILE IRON PIPE <br />96 <br />10 <br />I <br />�1 <br />a <br />INSTALL 100 LF <br />"' ~ 84 <br />\ <br />N <br />� <br />6" ss <br />.,, <br />C <br />! <br />S -O 00 <br />� <br />'* <br />INV 9sZ.6� <br />37 y <br />m <br />..... .... ..,� <br />a U <br />INV 910./7 <br />94 <br />o <br />J <br />}0. <br />- <br />ti <br />o <br />/2 C <br />192 <br />.e <br />:i <br />Mtn <br />j <br />"00 <br />9+00 <br />OSPREY <br />/01+00 <br />too <br />.o <br />I ?"SO L4TERAL S NN W 4 5W) <br />1p <br />l <br />COURT <br />CURB DATA <br />R = 1700' <br />Delta = 49° 59'4-11 <br />SCALE, NORIZ�1"=40 L <br />VERT <br />19 v w <br />s � W <br />L7 <br />7 � m <br />\ w m <br />CURB DATA <br />R = 43.00' `im b aae, <br />Delta = Z79° 5 9' 22" ° o <br />L = 110.13' 18 - C� m °j blo <br />n o U <br />/ <br />5 r�s0`w 6 / a <br />C 9)70 CB <br />/g <br />123 LF <br />d <br />` 300' ;n N <br />I% ' 9 <br />CONST. SURVEY MON. BOX N ry <br />8 tB¢. 98 - 06PREY c% / se N <br />F6. 98.35 RAD. Pr �N / s <br />/ . Id <br />CONST. BEVELED TVPE C.G E S. - w 1 y <br />f <br />c <br />a s <br />m <br />O � <br />I <br />DO N Z W 4% <br />15 Jz ;� <br />Q tiN �1 <br />t W <br />V Ln U) <br />N�- <br />4e <br />m 4 o p V <br />CURB DATA a <br />R = Z7.00' <br />._...._�..__.....,:b.«•. Delta = Ws?' 41' <br />L = Z3.56' <br />NO. DATE REVISIONS BY DESIGN S.E.P. DRAWN BY E.S. <br />SUBMITTED BY I <br />R.C.E. DATE <br />Stet— 2 9,31 <br />6 <br />!z <br />.f <br />i <br />to + 00 <br />NOTE 55 laterals for Lots /3-26 <br />shall be Ductilc Iron Pioc <br />CURB DATA <br />R = 20.00' <br />Delta = 94023'34" <br />L = 32.95' <br />23 <br />I24 <br />IK <br />CONST. 5URVEY MON . BOX <br />' 10 t 00- OSPREY CL" <br />1Zf-8714 - SPARROW 11AWR DR. <br />1 <br />L <br />W O <br />I I <br />o <br />25 <br />4 4l+` <br />w <br />CO <br />I V 88 <br />a, <br />m� <br />v v <br />t <br />(n <br />� <br />CURB DATA <br />H <br />R = 20.00' <br />Delta = 77006'44" <br />� <br />L = 26,92` <br />181.7.3' t611R8j <br />IGO, 35' (CIIR0"1 <br />0. 41%!N) <br />'.45% (S 1 <br />-- --w <br />?7,1C7 -'11d' bion SS <br />Ppe (w) a{ ;A7 14,,50 <br />/NV. 94.17 ; r--l/YSTALL 277 6"59 km <br />b <br />9---. pay �•1 <br />DUCT/ INV 9¢ <br />/NST9LLE /UN V/ <br />lR= S5S's7 Zf d'/gS <br />A , <br />INSTALL: <br />44 LF 12"SD(NW) 1AIV951CB43.1 <br />43 L F 12"5D (SW) INV @ 51CB 73.2 <br />100 <br />m � <br />96 1 <br />S' Q.DO¢p 94 <br />INV. 93. ZQ <br />1NST4LL 247 LG 12„SQ <br />5= 0, 496_ INSTALL 394E15"SD <br />92 <br />l/VSTALL: A=0,186 <br />27 Lf 12"90 (NW) - IIVV991CB 91.81 INJg4 <br />2/ LF 12"ED l5Wi^//r'V'a51C8 9ZO) 12"�OL85W: �S; /p9 <br />90 <br />w <br />39.1(C"M <br />I I <br />o <br />16.3' <br />4 4l+` <br />w <br />ro <br />I V 88 <br />a, <br />m� <br />Q <br />til <br />� <br />V <br />H <br />C Z- <br />� <br />\ <br />o <br />C� <br />jL <br />Z <br />v <br />O! <br />2� <br />2 <br />4 <br />W <br />N <br />h ~ <br />1� <br />z <br />00 <br />H <br />riri <br />V <br />.,o <br />COt< W, <br />V h <br />v <br />U•0,uu. <br />10 <br />Sv <br />x <br />�1 <br />a <br />61 <br />4 x <br />"' ~ 84 <br />\ <br />N <br />0 <br />._... <br />.,, <br />'* <br />37 y <br />m <br />..... .... ..,� <br />a U <br />o <br />J <br />}0. <br />- <br />ti <br />o <br />LL <br />ZS' t5' <br />y <br />-- --w <br />?7,1C7 -'11d' bion SS <br />Ppe (w) a{ ;A7 14,,50 <br />/NV. 94.17 ; r--l/YSTALL 277 6"59 km <br />b <br />9---. pay �•1 <br />DUCT/ INV 9¢ <br />/NST9LLE /UN V/ <br />lR= S5S's7 Zf d'/gS <br />A , <br />INSTALL: <br />44 LF 12"SD(NW) 1AIV951CB43.1 <br />43 L F 12"5D (SW) INV @ 51CB 73.2 <br />100 <br />m � <br />96 1 <br />S' Q.DO¢p 94 <br />INV. 93. ZQ <br />1NST4LL 247 LG 12„SQ <br />5= 0, 496_ INSTALL 394E15"SD <br />92 <br />l/VSTALL: A=0,186 <br />27 Lf 12"90 (NW) - IIVV991CB 91.81 INJg4 <br />2/ LF 12"ED l5Wi^//r'V'a51C8 9ZO) 12"�OL85W: �S; /p9 <br />90 <br />w <br />I I <br />o <br />16.3' <br />4 4l+` <br />w <br />ro <br />I V 88 <br />m� <br />Q <br />til <br />� <br />V <br />H <br />C Z- <br />� <br />\ <br />o <br />C� <br />jL <br />Z <br />v <br />O! <br />A, N <br />c <br />p <br />p <br />O6 <br />1 <br />H <br />VO <br />V <br />cq <br />jib <br />m <br />10 <br />Sv <br />x <br />�1 <br />a <br />61 <br />4 x <br />"' ~ 84 <br />\ <br />N <br />0 <br />tl <br />It 'f 00 / 2 t00 13 -h 00 /4-f 00 <br />m <br />SPARROW HAWK <br />° <br />ti \A 'j� <br />CURB DATA <br />R Z <br />Delta = Z P 54. 42" n° <br />> N L = Z78.06' i1i x Q <br />CQ <br />V ti O p, v ti <br />jco 4�0 441 <br />°o h CONST, SURVEY MON. BOX <br />N � 1 1Z t 87. Z4- SPARROW HAWK DR. z Q <br />o ID <DO OsPREr cOURT �q"' a; , <br />0 <br />H 9 FG 97 82 H Q a w x ti <br />All <br />23 <br />24 <br />m a <br />O v ll� Q kj;� r Q O <br />InIlki <br />ti• i- O <br />m h y (J) <br />P. U <br />10 s w <br />sa • ss _ <br />o � SO o 300 �p <br />E <br />BALIMBACH & PIAZZA <br />CIVIL ENGINEERS <br />SURVEYORS <br />323 W. ELM ST. LOD1, CALIF. <br />95240 PM: 209-369-6699 <br />OSPREY COURT <br />SPARROW HAWK DRIVE <br />15100 <br />DRIVE <br />Lu (j <br />F- 4 a <br />7y <br />171 <br />L11 y1 nU <br />0jm <br />- <br />x � <br />— 1 � <br />16.3' <br />4 4l+` <br />w <br />ro <br />m� <br />G)..'*� <br />V <br />H <br />C Z- <br />� <br />\ <br />o <br />C� <br />jL <br />V <br />Q <br />A, N <br />p <br />O <br />1 <br />BALIMBACH & PIAZZA <br />CIVIL ENGINEERS <br />SURVEYORS <br />323 W. ELM ST. LOD1, CALIF. <br />95240 PM: 209-369-6699 <br />OSPREY COURT <br />SPARROW HAWK DRIVE <br />15100 <br />DRIVE <br />Lu (j <br />F- 4 a <br />7y <br />171 <br />L11 y1 nU <br />0jm <br />- <br />x � <br />— 1 � <br />16.3' <br />4 4l+` <br />G)..'*� <br />j <br />`I <br />z <br />_.J 1LJ <br />M O <br />2 <br />m <br />�'ti 2 <br />a U <br />o <br />Q. <br />C3 <br />ti <br />o <br />LL <br />ZS' t5' <br />y <br />N <br />? <br />�' <br />d <br />! <br />iL <br />d <br />�� <br />V) <br />7 <br />ck <br />U <br />er ��a <br />Ucn <br />cr <br />V) <br />2 <br />V) <br />1r')� <br />�� <br />ro <br />cc <br />N <br />1 <br />wt <br />N <br />m <br />rn <br />� <br />Z <br />oa � <br />�Lf) <br />x <br />x <br />�„ CURB <br />DATA <br />\ <br />CURB DATA <br />p V R = <br />5 ¢8.00' <br />R <br />= 548.00' <br />- Delta <br />= /so 45' <br />54” <br />Delta <br />L = <br />160.35' <br />L <br />= 11.57' <br />BALIMBACH & PIAZZA <br />CIVIL ENGINEERS <br />SURVEYORS <br />323 W. ELM ST. LOD1, CALIF. <br />95240 PM: 209-369-6699 <br />OSPREY COURT <br />SPARROW HAWK DRIVE <br />15100 <br />DRIVE <br />Lu (j <br />F- 4 a <br />7y <br />171 <br />L11 y1 nU <br />0jm <br />- <br />x � <br />— 1 � <br />T E S S 1 E ESTATES SHEET 0 OF „ <br />JOB NO. 9094 <br />SUBDIVISION IMPROVEMENTS FILE j t <br />NO. <br />16.3' <br />4 4l+` <br />G)..'*� <br />j <br />`I <br />z <br />T E S S 1 E ESTATES SHEET 0 OF „ <br />JOB NO. 9094 <br />SUBDIVISION IMPROVEMENTS FILE j t <br />NO. <br />