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90e - W
<br /> Sec. Cor. Fd. t3) PRIVATE DRIVE WAYS
<br /> (Med. Seal Coat over 0.33' U.B.)
<br /> CF. B. 49V, Pg. 78
<br /> } Station Location
<br /> MARIPOSA ROAD
<br /> c$J +- +
<br /> t► Stab J of 549 +66 Lt. ROAD FELE SHEET TOtAL
<br /> p N0. INDEX N0, YEAR N0.
<br /> MM ,t, 551+86 Rt.
<br /> X� I = c` c n \,5.5 � Q4��ro- �, 555+22 Rt 552+66 Rt 1r,I-Ise M20> 1957 13 15
<br /> 603 37 Lt
<br /> %� ?� co �, x `q' `r' ( Y �+ CONFORM 'L`t� F`o� 608+21 Lt
<br /> c w � J 6 l
<br /> aN�I x a•N a a x ao c� A 5'�0 � 616 +83 Rt.
<br /> �� , I c`! �; $r$ cv u'p, QO .Qt,L• 626+06 Rt.
<br /> s p ,�,•� ;o t s u �s „0 5� 633+33 Rt
<br /> 0 X +° �`O N °+° •S c6 moo_ 634+ Rt. CLEARING 9 GRUBBING
<br /> en = cg u° ac ; to •a mN /i 634+ Rt.
<br /> I o a N12
<br /> Qo d v %0 6 wo ,;i�/i Place 12 x50 C.M.P. S-Dr. 83 Lt. 635+65 Rt.
<br /> in " '- � `" /' Place IS x56 C.M.P. X-Dr. 637+78 Rt. Station 535+00 To Station ?87+00
<br /> IMa +a c+�c+dii Niz�n a�``', �;;i%ji/ �l / 28'Lt. 9 28'Rt. 639+37 Lt.
<br /> CONFORM o oc R/W � / r / .P/W 642+44 Lt.
<br /> C7nsfr G�ff�P/!9' 55958E 85/.04' I e _
<br /> , I Drain Ditch �'�D/lsf/ R/WS58`4/'30"E 3/5895' o o' 642+75 Rt.
<br /> + R.as'= %�; 50. '° b o 650+32 Rt FINISHING ROADWAY
<br /> d 650+39 Lt
<br /> ti'';;;; ij, R. C.s. + n a 652+72 Lt Station 535+00 To Station 787+00
<br /> + s 50' fO c a X ,626 627 ,� �c 28 K6P,,y 630 �+ 653+74 Lt.
<br /> { aN ` 659+55 Lt.
<br /> a x� ik < X �/ o u $- 4. '��i �' 4 iii/ �' 50' L 659+82 Rt.
<br /> N x 5 58? x 588 �c)c 8 N + `'Q ii�� �� ' R``$o +
<br /> 668+25 Lt REMOVE P.C.C. STRUCTURE
<br /> / Rt.
<br /> i so' R/W i��/�i �� R/GY 668+26
<br /> .o O o 50 `So. .�,%iii n°' c.e. + Place 36"x 345'R.C.P. X-Dr. /iii, c
<br /> 6??+50 Rt.
<br /> + a " Q/W // rCbmliacfibl)effR1,W55B*54'30"173//6.37' 677+70 Rt Sta. Object
<br /> + ?11+68 Arch Culvert
<br /> ARD/ � r'o- R.r:D. Existing 12"x36'C.M.P. S-Dr. 32'Rt. 699+63 Rt Box Culvert
<br /> CONFORM Place 12"x6O'CM.P Connection to RCP X-Dr. 752+61
<br /> �'p_ CONFORM , 704+29 Lt 774+44 Culvert
<br /> Install Catch Basin 60 Rt 705+23 Lt. ?62+08 Box Culvert
<br /> �apd ?05+35 Rt. 775+15 (Por.) Conc.Slab
<br /> d, G a5�� nm 706+36 Rt. 779+70 Box Culvert
<br /> 706+36 Lt. 705+50 Conc. Slab
<br /> STA. 587+ 59 Q� 719+10 Lt.
<br /> Scale: I"=50' 7-' �'¢ STA. 62 + T-1 722+6o Lt.
<br /> Scale: 1%50' ?24+301 Lt
<br /> say,\ 724+65 Lt. PUBLIC ROAD CONNECTION
<br /> ?25+08 RE (0.21' P. M.S. over 0.50' U. B.)
<br /> /?/W� 725+20 Lt.
<br /> 726+07 Rt.
<br /> o 737+12 Lt. Sta. Road Tons-U.B. Tons-P.M.S.
<br /> 738+12 Lt. 587+59 Yon Allen 200 Be
<br /> Sec.Cor. Fd.R.R.Spik¢ �P`>+ N r=' 'S Consf�uction �� xx Nx
<br /> x X x v x �, .c N 739+41 Rt. 627+71 Dodds 364 161
<br /> (ESVol. 10,Py. 117) 0. �� x- - 740+61 Rt. ?15+26 Brennan 112 49
<br /> _ 0 ?41 +75 Rt, 758+80 Droge 102 45
<br /> 748+70 Lt 783+00 Escalon Bel Iota 1135 502
<br /> Vor. R/W 749+86 Lt.
<br /> 751+16 Rt NEW PROPERTY FENCE
<br /> 752+40 Lt.
<br /> 769+4? Lt. Sta. to Sta. Location L.F.
<br /> TYPICAL DRIVEWAY 774+44 Rt.
<br /> d+ fie, �, 775+15 783+32 Rt. 817
<br /> Scale: I" = 50'
<br /> L+
<br /> BENCH BENCH MARKS
<br /> 0�.0 , Station No. Eley Description 9 Location
<br /> a
<br /> 9
<br /> 530+70 47 78.52 Set Ship Spike in Fence Post- Lt.
<br /> CONFORM , Existing 18"x21'C.P. S-Dr. 50'Lt 537+25 48 78.93 Set Ship Spike in Fence Post Lt./?/H/ CMSIAVc11o0 (F.9 ?IW S59°09'30''1726/2Win.93' place 536+00 48A 79.75 Set Ship Spike in Fence Post Lt.
<br /> R/W ��� R/W 544+15 49 79.51 Set Ship Spike in Fence Post - Lf
<br /> 551+20 50 80.24 Set Ship Spike in Fence Post - Lt.
<br /> 560+00 51 64.23 Set Ship Spike in Fence Post - Lt.
<br /> 567+50 52 84.30 Set Ship Spike in Fence Post - Lt
<br /> NIV
<br /> N 575+00 53 84.50 Set Ship Spike in Fence Post - Lt.
<br /> N 14 15 - 716 I
<br /> N n 581+60 54 86.58 set Ship Spike in Fence Post - Rt.
<br /> a 75 759 ?60XX 7 I 587+59 55A 89.55 Set Ship Spike - Power Pole - Rt.
<br /> 592+50 56 8781 Set ShipSpiKe - Power Role - Lt
<br /> 501 "'�, � n , `O 597+60 57 87.49 Set Ship Spike - Power Pole - Lt.
<br /> + � ;, Place ID x80 C.M.P. X-Or.
<br /> / P P
<br /> 40' Lt g 40' Rt 603+07 58 88.06 Set Ship Spike - Power Pole- L+
<br /> R/W R/W R/yV 607+85 59 89.01 Fd. Ship Spike - Power Pole - Lt.
<br /> 619+17 61 90.16 Set Chiseled "o"on Conc.Pump Base-40'Rt.
<br /> Place 12"x40'C.M.P. S-Dr. 58'Rt CONFORM ,�Consfi'uefion ( .�'' A1141558`27'30"E 450/./8' 627+71 62 92.65 Set Ship Spike ke-PoFence Post-NW Cor. Dodds Rd. Inters.
<br /> 656+05 63 95.78 Set Ship Spike-Power Pole -Rt.
<br /> R.97D. Existing 12"x30' C.M.P. S-Dr. , 642+20 64 95.02 Set Chiseled"n"-Cone.Pump Bass-37'Rt.
<br /> 10
<br /> 654+00 65 99.48 Set Ship Spike- Power Pole - Rt.
<br /> s STA. 758 +80 660+05 66 99.95 Set Ship Spike-Power Pole -Rt.
<br /> ie „ I 665+30 67 102.52 Set Ship Spike - Telephone Pole- Rt.
<br /> STA. 715+26 , scale: ) = 50
<br /> s'� 669+60 68 102.33 Set Ship Spike -Telephone Pole-Rt.
<br /> u 674+20 69 104.55 Set ShipSpike -Telephone Pole-Rt.
<br /> Scale:I =50 684+00 70 103.96 Set Chiseled "+" South End "I" Beam,Pump Base -46'Lt
<br /> LEGEND690+90 71 104.04 Set Ship Spike-Telephone Pole-Rt.
<br /> �+ y 695+40 72 104.36 Set Ship Spike -Telephone Pole -Rt.
<br /> �+ 699+50 73 105.60 Set Ship Spike -Telephone Pole-Rt.
<br /> C 704+00 74 10741 Chiseled"V-Top,NWEdge Conc.Drop Inlet,Irrigation-53'Rt
<br /> y 0.21 P.M.S. over 0.50' U.B. over Var. I.S.M. ?17+75 75 106.92 White pointed "o"-Top,Cone.Drop Inlet,Irrigotion-43'Lt.
<br /> 729+00 76 106.06 Set Ship Spike-Telephone Pole-Lt.
<br /> 741+24 77 107.94 Conc.Step-NW Cor.-40'Rt.
<br /> Q2l' P.M.S. over 0.50'U.B. 747+25 78 108.11 Set Ship Spike-Telephone pole-Rt.
<br /> 755+90 79 109.28 Set Ship Spike-Telephone Pble-Rt.
<br /> 760+50 80 110.63 Set Ship Spike-Telephone Pole-Rt.
<br /> Medium Seal Coat over Var. U.B. over Var. I.S.M. 765+00 81 110.63 Set Ship Spike -Telephone Pole-Rt.
<br /> 769+70 82 111.59 Set Ship Spike-Telephone Pble-Rt.
<br /> ® 774+20 83 111.97 Set Ship Spike-Joint Pole- Rt.
<br /> 0.33' U.B. with Medium Seal Coat. 779+65 84 112.15 Chiseled"+"-Conc. Culvert-E.Hdwoll (Escalon-Bel loto Rd.)
<br /> C O N ST R U C T I O N DETAILS rip
<br /> ;�, , 85 112.70 U-5-G.S. Mon.-N.E.Car. Mariposa Escalon-Bellota Inters. (Eley. 112.726)
<br /> Intersection
<br /> SCALES AS NOTED
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