Laserfiche WebLink
j , <br /> SE p FAIRCHILD LANE <br /> C. 8B SEC. 89 RNAD 114 DE NLE YEAR SNEET THEET <br /> N_ T 2a 20i-0i F-90 1 1956 1 1 <br /> (I) - Construct Drainage Facilities as Necessary. IV COUNTY OF SAN JOAQUIN <br /> 0-Construct Driveways as Necessary. <br /> _ _ — - -_ ——_ Submitted 1�G' �J v-L-Y -w _ _ 1936 <br /> L.H. Bradley R.E.7 <br /> G! `� County Road Commis 'o r <br /> 41 Approved 1 S _ 1986 <br /> Ck NI , ' Q V V V V Q •. V y \ \ `\ I oC <br /> K/ <br /> 0 0 0 0 4 4 © d Lf D s9 S 0 ® \` \` I C. B. Bull, Chairman <br /> �\ ` � Board of Supervisors <br /> Son Joaquin County <br /> W p fl 0 <br /> W ° i cv I += / 4 0 � CI p 0 <br /> // <br /> CO <br /> -- <br /> 4 Preliminary Survey Line <br /> I,' 1 M N <br /> I� d t? _ <br /> 86 <br /> Found 1" 3q. Md. Bolt R�W � � � � � Gonstructlon e� - <br /> ' z <br /> ar 28: /8 83 e� //94. ' ' ` \ R/w <br /> at Intersection of <br /> r t Fairchild Lone 4 Alpine Rd. o / <br /> ul I _ � _ _ _ _ _ _ _ _ _ __ _ - -'►-- - � _ �f = N. 68 � <br /> - - - - - - - - - --- -- - - - <br /> los C a CC a . — — <br /> — — <br /> 40 Rq..• p I / <br /> Vf I • <br /> SEC. 613 SEC. 90 <br /> IE'IL 2UV 'IFI® .OXZ v.. AiA�-92P® SIE Z OS IFJ:Z AL2VCZ.bS'lE S <br /> SCALE- I 50 FT. <br /> _ — _ <br /> __ k Q <br /> -_ <br /> _ _ _- - _ _ _ ,I <br /> --- - <br /> M. 4B.M I Lt. <br /> IkShip Spike P_Rt. <br /> B.M. "2 B.M. 3 <br /> ShipS Ike PPRt. Shl S Ike TP. Lt. Sta:6M -Elev. 51.39Sts _ -- Elcv SQ Sta.6Q,P33 Elev, 4776 Sta L--Elev.51.34 <br /> -- - <br /> t <br /> i <br /> _ <br /> 51. . . _. - _. _ ._-- <br /> I g 51. <br /> _ ` <br /> 50. 9 I 1 _------49. <br /> _, ry <br /> ILI <br /> __ _ _ _ t49, <br /> ..-...._.._.... _..... __.. .._..... _. ._....-__..._-w _,_...__.. _.__1......- . ...�.-�.�__ _ _... .. _...._.�_._... _.. ..._.. .._ ..._ _ ( <br /> f ,__..� ..._.. _.._. <br /> _._.-_ _..___._.j...__.._._.__. _......_..� ._..._._.., <br /> u 1 <br /> 47 _._ _i <br /> 30.0 30.0 -, 1 <br /> 46. I Q i <br /> w :,l _. T_ __-._- . ____ ___,-- ---__._ _..._.__,__ __ , _ _._..�.,_.__._.. - _ _..,_ 46.---- ... ._ _I _ . .._,_....._..__ _.-. .._ _...-. ..._. :: <br /> I 1 1 1 I 1 1 1 <br /> i j i I I. 3.0 9.0 6.0 11.0 II.O 6.0 9.0 3.0 i. I <br /> '. ._....__ -------- -._.--- ,:........._.._.. ......_J{.-_._ .i._-___._ ..__...__ -_:... _ ,.... i..... ..,. ..�- ,-. -� . .... _�.' _. i - - -_ . - -. __.. I -_- i __ . . - <br /> I <br /> 0.17'312 2. P.M.S. I i <br /> OVER f <br /> { <br /> 0.50'312 2_0U.R.B. 27. <br /> 7 <br /> e C I I 1 } 1 <br /> a...... <br /> all <br /> .\ O <br /> m <br /> i P- <br /> �eaTYPICAL CROSS SECTIONe. <br /> \ . STA. 57+25 to STA. 69+19 <br /> } <br /> SHEET r <br /> I <br /> 1 <br /> 4 <br /> I <br /> a I II }_ <br /> _._ f TOTALS <br /> EXCAVATION 85 86 34 4 14 134 199 236 149 416 46 1004 C.Y.Y. <br /> EMBANKMENT 37 1 22 216 282 155 16 O O II 854 1 267 1 57 1 1694 C.Y. <br /> 57.25 58+25 59 +25 60+25 61 +25 62+25 63+25 64+25 65 +25 66+25 67+25 68+25 69+25 <br /> FILA71 • . I'%4N-G FC ''I:_' 0. F k .Nf:Al2U <br /> 4t Fi4J!"v Ll ^i £SISE::e 4`v., I±E ev Y(1',K. <br /> ''?. d E Co. No 346-10 <br />