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CI 1 -3 EIGHT MILE ROAD T L R/w� �R RDA Na. INDEX FNO YEAR eNVT 1"01A, ,0101-2631 T to U I I •e• g = COUNTY OF SAN JOAQUIN BEGINNI FPR T ter- qo -+I Submitted:— _f4kb-uaeY_ 15?- 1957 A, +00N) RIW L.H. Bradley R.E. 7077 County Road Commissio er x aO 25 ZS • • r,.,G / y O ao ao �/ O a Approved _ _ __ _ _ 1957 x R�� TYPICAL INTERSECTION h x C. B. Bull, Chairman CO Board of Supervisors SCALEtI"9 50' 5 5" 15 4 017 x 22 P. M.S. over a 12 5 8 Son ,Joaquin County ~' x 0.50 U. B. over 0.50' I.S.M. N x—`—"—x— Ir 4CILB. with Penetration Treatment R�W Z% I 27. S7. b 57, CONFORM „ aq ,.:•,: ...:: •:.,.. . ..,...• :::f.: : •.,,. Variable ,obis Curve O �I,O - i_..�.. c Voriobie � vor RAW 0 v - a lo'a lo'n R = a 0. y Note, o = 90' 34�30� Lt. e 3 A E ft. P M.S. curve wW aing shall be placed T = 466.47' �+ :_ - on the inside of the curves and shall extend L = 7 2 8. 9 9 zs zs' from the B.C. to the E.C. Widening shall be smoothly tapered off in a y>- - - - - - - - - - ;o_'-1` *ti'- - - ~ Sta.232+49.68 B.C. TYPICAL SECTION distance of 40.ft, along the tangents. - - - - - i�6 — — — — — R W g g f,' C.,yo Set Nail t Washer m TYPICAL DRIVEWAY £ Construction 133+25 4, SCALEtI = 5 R = 485-05' -- SCA L E t I"•50' n = 9 0' 34�30" Lt. c : q T = 489. 24 L = 764.35' i q J1 = 11' 50' •o ° Io, g,k e v g's e . o, cs 4 oPs •41 N •K Fd. Bolt E Washer Fd. Valve, Bk.128,p.8 �l a W,� '`t�" `�, ` W Wk w,h I :` p 4 ro Section Corner T. 3 N f R.6 E. P.L, 27.4 E. of see. Cor. ;'Iw o I o b q c o w c + I o `" q S e c. 35 . 3 N. R. 64E. s v. �► v. a. w. W. I v. ae a I r � � C • x � a R' � � �I I � 4\',' ' dry ' I '� 'y h ' Sec. 34 Sec. 35 Iy F Tronaitioa II d I I I II i l i i 1 1 1 1i � R/W ��M. , I I I 1 ! I 14 i I I � 1 R� ELET.9E• EL.J:IL 1 0 + ' "—■- --*+ - -■ � � � � � � 1 - -- --� --- i B4 ( � i •o T i o 6 5 ; 4 3 2 I z50 9 8,, 7 8 5 4 3 2 I 1240 4 6 I f C nsl acllo Q Section., in N 4 a 1 a R/W Sec. 3 i Sec. 2 RAW F I L S. R.O.W. Fence , 8 Mile Road P I La Fd. Bolt t Washer N v � I .q Transition l a # sec. Cor. -I T. 2 N. 16 E. tib° ; I Sec. 2 T. 2 N., R.6 E. ScALE = I = 100 — y _ B. M. . M. B. M. M. BM - BM B. BM B BM 1 .- / _ Chiseled D C'tr. No.1.161. Ship Spike in T. P. Lt. Ship Spike in T.P. Lt. Ship Spike in T.P. Lt. --.. Ship Spike in T. P, Lt. - Ship Spike in T. P. Lt. Ship Spike In G. P. Rt. Ship Spike in P.P. Rt. - -- - SJe mi.E W.Lane Elev. 27.92 - Sta. 255+87 Elev, 28.14 _ Sta. 250+87 Elev. 29.42 _ _ Sta.245+87 Elev.29AG Sta.240+87 Elev.30.66 Sta. 23595 Elev. 30.70 - Sta.232+26 Elev. 30.79 . Sta.228+00 Elev.31.44 �� existing S•D I _... - — I zz Pl. £ Construction I - - ,»1 = - R= 499.06' = a _ > 263* = I r_ 75 T 528.35 < F I 30 - - - - - -- 30 V L= 811 . 01' - - - I I 0 = 1130 - - - - - - - - - - -- - I "t _ _ - - - - - - - - - - - - - - - - -- - - -- - - Sta. 264+17.81 E.C_ - - - - - - - -- -_ -- - - - - - - - - - - - - - - --- a - -- s' z _ - ------ Na - - - ..__.�. Set Noil E Washer W � __ _. _ _ - - - - __:_ -_ M 28 R/W Curve -- _ - -- - Basis of Bearings: North Line Sec. /3, O ►: R= 475.0 27 27 T. 3 N. R. 6 E., bein N. 8T 006 "E. b _ - -- _ -- _ - - - -_ --- -- 9 y � f n 9 3 16 Rt. 1 Survey in Vo% 5 of Surveys, Page R3/, o T = 50L86' 2 --- - - - --- -- ° 26 266+00 ------ - - -- - } L = 771.75 - - -- END OF PROJECT I _------ SHEET STA. 267+00 --_ - ---�.—.- --._.._.-�-- _ _ — TOTAL w EXCAVATION 83 83 74 69 107 187 208 184 138 93 83 88 ! 89 T9 9T 93 83 74 65 80 56 80 88 85 T4 78 8T 134 158 153 157 139 130 134 ' 127 111 111 3888 G.Y. - EMBANKMENT' 28 23 37 37 28 23 14 18 23 T8 111 79 88 74 58 89 83 102 III 107 107 9T 9T 107 102 ?4 46 32 88 107 111 97 84 54 80 37 3sz 9473 G.Y. 268+00 6 4 2 260+00 8 6 4 2 250+00 8 6 4 2 240+00 8 6 4 2 230+00 8 6 FLA7'E 1_.PLAN-PROFILE e. F-.. R.& R. E. STANDI.RD - Y[EUFFkL & ES Ul CO., NEW YORK. _ '