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Sol -N <br /> O Es HOLLY DRIVE <br /> "AD RILE ET TOTAL <br /> Cj No. I NOEX 0 YEAR "E <br /> 0 T. 2S., R. 5E . M. D. B. SM. I I SHEET SHEETS <br /> U) $79 88j-t7 I H-105 I 1957L <br /> Ab, f" <br /> % 4:- . <br /> COUNTY OF SAN JOAQUIN <br /> (.0 <br /> NSubmitted:— J-LLIY-41 _�1 — 1957 <br /> 4) <br /> to i; C)_1 <br /> Lot I Lot 2 Lot I Lot 2 Found Boft Washes L.H. Bradley 7 <br /> County Road Commi s nor <br /> -d <br /> • <br /> CL <br /> CS <br /> 01 clo Approved-: 1957 <br /> at <br /> W2! 7 � <br /> 00 END OF PROJECT <br /> ... . .......... <br /> ` BEGINNING OF PROJECT I <br /> N 4 0 2? r C6 <br /> 0 STA. 26 + 28. 50 0. B. Bull, Chairman <br /> Id 0 CZ I.. Board of Supervisors <br /> NORTH SCHOOL <br /> STA.-0 + 01 .13 30' 40' — — — ---I I <br /> T7 San Joaquin County <br /> School Ent <br /> 6 :7 <br /> oancolv C" <br /> L <br /> Gas Valve lid 2d Zd <br /> Gas Valve lid RAW fry gation Ditch PC.C. Curb 6 Gaffer I I I 1 1 1 1 1 111 , 111 1 (;Idj�l. I I <br /> P/W—\ X I — — - <br /> X�X�X�X�X — 3 a I <br /> 4� <br /> —W <br /> Gas Val jc W. 4 4F-r <br /> 3 <br /> 20 <br /> Son. MA. 10 dl jL 4 _IL� 74% f I.D A <br /> A.&A <br /> A4 5 'je -2 ��, – A z_ Q_& - <br /> 0 ter R.R 6dS Main SIM"dgft P/W <br /> X t 1.1 1 PCC.Curb 6&WAf r I r 14 I I I I I I I i I I x <br /> Wale <br /> Found Soft 6 Washer IIII 1 11 <br /> r Water Motar�j, Water Mete <br /> AN.A S Main <br /> T <br /> 50 <br /> inj <br /> M P GdAr Maio structore <br /> ad <br /> .30 50' <br /> CONSTRUCTION NOTE <br /> +1 l." __.� � -.10 0.17'x 36' Plant Mixed &rfacing Over 0.50' Untreated Base 4 � <br /> 0 4 31 <br /> F INSTALL PC.C. CURB 6 GUTTER cl: co <br /> CN <br /> Staail . 10 Sta. Location Lot 2 Lot 3 <br /> E UI 3% <br /> 26+00 Lt. 0MR/M <br /> j <br /> 0+21.13 �NK <br /> coo 0+21.13 204,00 Rt. 41 3 <br /> in 40 <br /> 6 Cj 4 JV <br /> The <br /> center line of HbI6, Djime as <br /> Map of Tracy Cvard4w Farms as TYPICAL CROSS SECTION Detail of Ditch <br /> rllecl Oct 2, 191-7, in Baolr of Maps Vol 8, Scale 1 InZ5' Sta. 20+00 to 26*28 <br /> Page 4 San Lioaqui#7 Co&jnty Records; <br /> S. 0*13'45"E- SCALE: I' = 100, <br /> M*4 <br /> BLM*3 <br /> 7 ELM.*I <br /> _4 ...... <br /> i I - I I PP On Lt. PP on Rt. P. On Lt. <br /> PP On Rt ------- _4----------- --- <br /> T P On L t. -- -------- to 17+02 Elev. 24.14' Sta. 21 50 EIeV- 23.16' <br /> Stal.13#08 Elev 25.141 <br /> Sta. 6*00 Eley 2704" <br /> Sta f*50 Mdv� 28.02' <br /> .......... ------- 7_7777 <br /> --- -------- <br /> j <br /> t 28 <br /> t <br /> 117 27 <br /> --A ...... <br /> ------ <br /> 26 <br /> 26 • <br /> 125 <br /> 25 ............. ------- <br /> 30' <br /> 24 <br /> t ......... <br /> 24 <br /> 23 <br /> 23P <br /> 4 <br /> R- <br /> ........ --- <br /> 31 2 <br /> 22 A --------- <br /> W roc o 12' 24 <br /> 1 1. <br /> CM <br /> la Slo Y41% <br /> .20 <br /> AT RETURNS <br /> 21 IlAi, <br /> -cn <br /> Horizontal L <br /> 4- <br /> X ?7. <br /> 7 7_5 4-T <br /> q, COT%St T <br /> A' <br /> -- -- --------- <br /> W 7ZA-9 ...... <br /> 4 <br /> 01 ----- <br /> Z IR V:E,'36 .91 ac;) ------- - ------ ----- <br /> -----1ji, <br /> co ... <br /> 3"Sand Cushion, <br /> _j <br /> f cr .64 ul After Ful I Compaction in ...... <br /> ell ------ <br /> Z <br /> C. Greased Well Wrappi:4 <br /> Use W Dia.x 24"Steel Dowel Rods Spaced 12"0 <br /> 4- <br /> 13: 04V ------ ....... <br /> 6' Expansion Joints Spaced 60'-0"0LC,. Expansion Joifft at B.C. Fir E.C. of al I ------ <br /> curves. <br /> X 30 <br /> DETAIL OF INTERSECTION 6 CURVE DETAIL OF CURB e GUTTER <br /> a Scale : I"M I <br /> Scale : 1 " 50' <br /> -7— -SHEET <br /> TOTALS� <br /> P <br /> _ ]61-ul d &low <br /> ead vwch jVbn��e <br /> EXCAVATION let 83 SIT 1 130 144 208 227 144 83 134 157 157 162 157 1, 192 194 2-32 250 269 1 259 1 299=2T58 259 241 1 250 54 4859 <br /> I 1 0 0 1 0 0 0 1 0 0 0 0 <br /> 0 0 0 0 5 5 0 9 9 0 0 0 0 0 _t_0 ...........28--.1 <br /> lrodley R.E.R'� <br /> Road Gonii n4 <br /> rill <br /> O/w, <br /> M For, <br /> Gutter <br /> J <br /> P <br /> ,JW <br /> EMBANKMENT <br /> 0 1 2 -3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 20 1 2 3 4 5 5 7 8 <br /> 1 AN I <br /> A <br />