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30.4 (E) 102,47'_ 102.47' -- 50.00 <br />I_ 50.00 - - 50100 <br />W61 <br />Top of Curb ^I �i N ' I Exist Ground @ Centerline ICL <br />I Z Tip of Curb <br />44 �' 3 ! o r-- Exist Ground e? Centerline <br />LIJ31CL 0 11 <br />arc} w' ,1 r.0 U .D i r Zto <br />10 - �� vON rn 1 %0 p o m� a F— w 1-0 <br />,i U1 L7, <br />=10 m 2 ' � � m oti mIo` N r o; cN m ^ � p�� m 2 `rev UI V <br />42 �3 �t w m� cs m M m e m <Y, Z n u S m w� w <br />v m[rM <br />U V I� ja ri N + �j O cJ to u n� O M „ `_ I c� OL m O+ ~ I- a °' U 1 I 2 Ep <br />+�U`+0U =I- N Nh U my v I Cn = u — +U�h <br />it Uj ne in <br />40 ILr) 11 <br />it W <br />0,3 0� r 0.317. `� ~ <br />— 0 Ori 1 <br />0,35%!W I 0.31"!.. I ° <br />0,49 (E) 0,41Y. rr.".. <br />Install 10"SD <br />38 . (E) 17 L F Inu. B. a 0 9/eB. <br />(W 25 Lf lin! 35 2 40 #leg. <br />install 134 LF 12"S D' <br />8 w Ine35.6/o�SD.(EI Inv.35,64 Install 203 LF 12"SD <br />In�35a-/05D(wJ 6 Inv.35d4 <br />--4 <br />In 35.6 f0 SDE)' <br />Inv. 35.5 6"55(ST —� <br />S o Ink. 0.00 5- e: <br />6"SS 52 3�2.�p f=5 - oi? °L n Inv, 34.66+ S"SS <br />In SDf0 -ff1 1234D7Z InV,3 �7P . 5=0.0021 V - <br />Inv. 34.65- ��, -- 12 SD S E. lnv.34, Inv. 34••20 <br />34 81, SS (w) �0 1nv34.45 15""SD(N) <br />A <br />Install 157 LF 6"53, �Instali' 188 LF6"SS 12 SD NW,SW) <br />GEN. Nall 22 in 33,0± <br />I <br />SW <br />32 j <br />3:1 Wa>`er aver <br />X . 95 >' SD in Can�ormanee �� <br />M N I 01 w1 GEN. NOTE 22. vi <br />30 <br />i <br />N <br />�I i <br />C� u ; � vu�i 0,0 g N <br />00 .:; M N N <br />U p m en N 1 <br />07 ' Q7 i I t` I II <br />2 V �} ,Q . li 11 + 1 O M O M 11 N UI tYl <br />M <br />6� O a� M� MI Oa Cin <br />� <br />i O — — I I- C <br />az U <br />O Fp + <br />`p p <br />26 _ N , <br />j 1 <br />100 10+00 11 00 12100 13+00 14;00 9+00 10+00 11 +00 12t <br />9 + + ♦ 00 13+00 <br />V I STA R 10 COURT VISTA RIO COURT <br />SCALE- Horiz, 40' <br />N <br />Vert <br />N y� <br />L L <br />CURB DATA CURB DATA a <br />R= 27.00' R= 100.00' N <br />A=31°00'10" A=10°23'20" <br />L= 1461' L= 16.13' <br />T= 9.09' CURB DATA <br />CURB DATA <br />R= 43.00' <br />0=275°37'33 %r lr� CURB DATA <br />L= 206.85'10 <br />to I 0 3 N r- R= 53.00' <br />v a N oN< L= 110°46'40" <br />2 4 w W (i I m n 3 L= 102-47' <br />0 In 25 � CID261�� 27 �o. 28'�ar m�29 �M <br />aN In 30 <br />Zm MM (� I uitnCU <br />UM It <br />9� U0Of U { ° C: on + °tO ° o " U <br />2 3 — 10 — 1 <br />// ID r— -- i <br />10 I --- --- 6. 7' <br />Ptatbt@ <br />10+00.00 -VISTA RIO COURT (N) / s " — 10' P.U.E. W \ 1yt 31 <br />s <br />�_ s ss r'a• <br />W a4s w !s <br />6 11w 8 nw '�' 13+45.72 VISTA RIO COURT (S) <br />/ 10 Z85LF 11 12 ? 78 LF 13 �0°) s 10+00 VISTA RIO COURT (E) <br />6 — i — CONSTRUCT SURVEY MONUMENT (TYP) <br />�_ <br />O 't s <br />S2 ---60 12SD w 6"SS 6"SS � 1 <br />041 <br />c: 55 1.1 W s w ss W ss N SS ^ <br />MPrxHP TC=40.00 — <br />10' P.U.E. <br />22 --- -- Ie _ EC&HP <br />e TC = 39.64 <br />10+00.00 RADIUS POINT s M s / to _v � 3 % vii i " <br />FG=40.20 ,� pp m N 0MCS I N Co � 32 <br />\ lo' 10' w m rn <br />1 7 v 18 0 17 16 fav I 1 <br />2 0% i, U �0 N dt~ 1 6' <br />to <br />`DN� to ^� Na� <br />Z1 20 Zm(n U �� 4cow <br />���U +(.) CURB DATA +tm <br />1)0 25' 25' U')CURB DATA R=20.00' �M 50' <br />1 R= 27.00' 90000, r <br />0= 640 37'23" L=31.42' ' <br />L= 30.45' °' <br />1 <br />NOTE : Transition Cross Slope from <br />it 1.5e 0 5C (Sto 13+05.48) <br />to 2.1°6@ M.P, of Crown and <br />back to 1.5%cR ECR <br />NO. DATE REVISIONS BY DESIGN DRAWN BY <br />R=100.00' <br />0=10°23'20° o CURB DATA z <br />L= 18.13' m �� R20.00' <br />T= 9.09' MQ -, = A= 99 06 46 <br />0 u t <br />L= 34.60' d <br />Zj F ti <br />�Q„ O N 70 <br />O• v i W rn all 6 0 25, <br />Z MJ N it Cr C <br />d S a 0 o m t- Uj 0 <br />CD <br />Q <br />�. 31 z� 32 0� <br />OD <br />� U 33 + til <br />— m C:) f ) U" C :I 7 L <br />10+00 VISA RIO COURT E D — J w <br />13+45.72 VISTA RIO COURT (S) \ W 10' P.U.E %+03.01 VISTA RIO COURT <br />30 / 5+25.47�DEL RIO DRIVE <br />8 w FG. <br />189 U I <br />11 1 knit 2 <br />LL <br />12 °S <br />�t 11A11 <br />/ v 0 oo /a Parc 1 <br />SNS Unit I <br />TC=39.3Io ` y ---- -- 00 Q <br />Dt <br />2 7c� 3 � 10r v s: M" \ CJ <br />c w <br />3 1 00 <br />��U 16 15 <br />1 vNi I va Q0j Cl c¢UG <br />a�� CD <br />�M�oCURB DATA <br />Lw <br />p0 u--!CqNoi <br />Nom^, <br />o s' I +3+`II' c� +°+°+iv R=20:00' <br />ooU ���� A=74°22'12" <br />CD '" a' "~ L= 25.96' <br />(L 18' <br />in <br />L <br />,.1 <br />a� <br />a> <br />APPROVED BY: <br />�3_B9 14--44i,,4 _ 647;`7"/ TP iiiiim B A U M B A C H & PIAZZA VISTA RIO COURT <br />19 <br />sus reD e <br />R.:.E. /9Gr?8 DATE G-2-8$ SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS <br />CIVIL ENGINEERS <br />SURVEYORS <br />85240' ELM H 2011-001, e 8818 1 I50'N/WOODBRIDGE RD to DEL RIO DRIVE <br />DEL RIO <br />Unit 1 81 2 <br />SHEET O OF 12 <br />JOB NO. 8752 <br />FILE NO. "-P, G.� <br />44 <br />42 <br />40 <br />38 <br />36 <br />34 <br />32 <br />30 <br />28 <br />26 <br />