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seg v jit <br />Uv W �� J OOfV <br />� <br />gJ UI� SIM <br />W <br />� Mme palm <br />X <br />Too 40 f4 <br />of Curb - <br />38 <br />34z° <br />1n✓ ak• N47 TE J <br />w°55 A// pipe lengths are from <br />a 6g�o 8� C MN to ¢ MH <br />32 (3d 5D) ME 1 /.49 o I V <br />3du <br />Z <br />0< m VE i 4$ ";m FNM m ?'41 cci 1 l9 13 <br />40 <br />7, 0.3/ ' l.1/� <br />o, 30 o gJ <br />�� Toiv of Curb <br />{{ 3S <br />I . <br />I <br />r <br />0�0) �v35.40 <br />G <br />z0 <br />iouso-sw)1nv34,o0 /trsta/! 345LF 1211!5v1211!5v/oY•34(_Oso Ott <br />n 9n% _ l�2"90) v3.4.y0 g1Q�j ! % <br />�ioN5oN6I/nv33.5_f60 <br />/ , 3�, 04 <br />G"5y ( n✓ <br />�PAdOD !nv 32 � j 1t15fQ l I /7!0 [.F i <br />G n 55 /n✓ ZR `r 6 <br />(30�5D /�r32.l3_ 5ta1( ZF9G1AI <br />(0.0060 {� ti <br />I 32 <br />Z 2, 1 \ <br />28 <br />26 <br />�41 <br />_-10�00 1400 1200 _ , <br />10400 11+00 12+00 13400 14;00 15+00 <br />CRYSTAL COURT NOTE: EVELYN COURT FXrst/rho/7We <br />E/ev <br />M/rt/mum Cour/dint pod gGo.5td5, / <br />c/Yior/ 40, = O Curb Data Curb Data Curb' Data <br />Curb Data Curb Data Curb Data <br />R= 20' R= 57' R= 43' R= 20' R=27' R=43' <br />O= 83°33' d= 41°2 &= 90000' p= 132.07'20" az 222° 07'30" t5f 07.47 5k'4=1 -VN Gone <br />L= 29.16' L= 41.200' L= 197, 24' 35" A= 262'49' 10" L= 31.42' L=62.26' L= 161.70" i GOn4Y urYey —W— -T 7Ljjf <br />r1� 0- <br />u a <br />f I Tie( <br />aa <br />v�ANro /r, <br />_t <br />ow V <br />LU <br />-. <br />Dr�I1 L� <br />core <br />d inv p <br />I h Qr V I -- LLJ <br />t� hi 77a I 76 75 s'/�ri✓oYe Eoseme✓,7 j �' \ \ LOT I <br />+. 0( , C v a0 / 74 Sia I U If <br />LU <br />h {° nh u { m a r ! I �I 68 �a7 /o%� (05 X04 63 I 2 50' f9G 1StoG,93 <br />bb���� W + a a <br />7 pl y m { m C ti �` O�Q b� @ii — b I <br />\ 43' TG 39• /ro - <br />52 , I ofv o p h y�*fi o a I No ne <br />1 4 i An under rouncy scYni - - <br />W 87 u o i4 5 9 N Tary s dub/ �w /17 100 �1 <br />oP the <br />/1/o underg o/u� <br />+ h� , 1 4 i � o � � 3onitary sewar will b ' <br />° • —' 'hr _ � �_ �_ +_ � � � r!t/owcd within/ ,50'o�tfje <br />public well, <br />x s 5ee5treet 73 <br />OP. U -E. dng4 <br />83 N 1 / 5i n Note 3 SS N a ; <br />q a r « 3 _49 1 1 <br />g i4+• o a <br />/0100.00 GRYSTALGT, kyr-beet2 Note eC <br />w I See 5tr`ee� h � ) � <br />.ya v /atop, oo Et bLVN GT, M _m (/ L <br />� ti q y, £27Lf w 33• � 5 � <br />ZO 8/.66 BeNED/GT DR. I ° _ _ NP Pra�ected 5t. <br />< 58 <br />Gons> Su�Yey Monun7ent I �a —_ /B+ZG.3lo <br />-AENED/cTOR � _ 0 <br />o ro-so 6•ss j i TC 39 15 Const surnI <br />survey Moument'}` N ;�;z ;s U T G <br />w 4J <br />Iz, <br />/4f/4.9g <br />P. U • E _ <br />`I <br />TG 3e. 06 <br />84 W <br />72 �WWki <br />E <br />v,� \ <br />9 S EYEG Yn! GOUWT <br />y lu N V i� O 1 12 �) o 114Di Z �l �' 55 \ Const^Suw�y MonumenT <br />N�d�1� ; ��m \ v'° �6 49 50 v 51 �� 52 53 54 <br />85 W Ira' 1z' pl a'tn a m d 70 71 \ ��+� ! 56 <br />m *' �. <br />Curb Data ` <br />R= 2O' I �,� GoaSt Survey Monument 22' 22 ai , �IE� ��k\11 N {tip 1 <br />L30__ 30' Curb Data Curb Data <br />A= go"oo' v m o�. �,^ h titin °j I'm <br />22 22' Cog 0 Curb Data <br />c <br />L= 31,42 30' 30' I U Q h R= 57' _ �O' �'ti Curb Data q m} um p=4`24'33" �=331x24'33" <br />6=41' Z4'35" � � I R= 20' <br />-- L= 41, 20' �= 90°�' �' CIt L = 19.51' L= 75.68' <br />L= 31.42' COURT <br />1 <br />NO. DATE REVISIONS BY DESIGN DRAWN BY APPROVED BY CRYSTAL COURT <br />/air P 19 BAUMBACH & PIAZZA COUNTRY VIEW SUBDIVISION SHEET 4 OF 5 <br />s $ SS s.s. dm; BENEDICT DRIVE to 185 E/BENEDICT DRIVE JOB No. 1 <br />CIVIL ENGINEERS — SURVEYORS EVELYN COURT UNIT NO- 2 8305 <br />R.C.E.7ED By 323 W. @LM ST., LODI, CALIF. 95240 PH. 209-368-6618 FILE { <br />.C.E. tgG]8 DATE S�-tO- 6 SAN JOAOUIN C4IJNTY DIRECTOR OF PUBLICwo BENEDICT DRIVE to 510' E/BENEDICT DRIVE SUBDIVISION IMPROVEMENTS <br />tINTED ON DIEPO NO. IpOpH CLEARPRINi j <br />- - - -- <br />