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Const. Const. <br /> Easement <br /> Vorioble 30 ' <br /> Const <br /> Const Eosemen f <br /> Vorioble Vorioble <br /> Limits of Clearing and Grubbin <br /> Qt <br /> Survey <br /> Vor. • 9' A/6' Vor 8' 4' /2' /2' 4' 8 <br /> Limits of C/eorin and Grubbin (Existing Roodwoy Embankment)� <br /> (`LOCQI- - -ea) <br /> 7. <br /> Refr t0 Voriab/e (l2'- 20') Vorioble (I P'-20') Refer to Conform _e% 2 <br /> e <br /> l Shoulder De/'oils Shoulder Detods i L JaP 'o 0 0.0 i " ♦ 0 ' 0'9 0 : ? o •, a a'` 0./7' VGA+ Conform' <br /> :f�ike� <br /> (ReFer to Plans <br /> � _—Vo r. 0.23'Aspho/t Concrete for location. ) <br /> 0./7'A.C. Di/aerr E/ev. . 00 <br /> to, Sht.~ for /ocofion) <br /> .... L- 2 — 0.17'A.C. ©Ike.(rRe/!rr E/cv. 10.50 (Excovotion) 0.35'Aggregote Bose <br /> . . to Sht nj for location.) Rai/rood <br /> ,, ; ;, •.• • ;; • Borrow Conform (Embankment) /.20 Aggregate Subbase <br /> • • •. :: �. <br /> • Dimeosons. ore peroendicu/or <br /> 0.,2,5' Asphalt Concrete to f'- bp Survey. <br /> TYPICAL SECTION <br /> 0. 35' Agyreyote Bose ' <br /> 1. 20 ' Ayyreyote Subbose CANNERY .ACCESS: READ <br /> St©. 00 20 to Sto. 3 f 74 <br /> GENERAL NOTES <br /> T YPI CA L SECTION A Refer to cross - sections Por minor deviations 4. M+gIhtiainilJ Tra!•fic - Kile Road may be <br /> ,D.ESIv/V DE3I491VA7-I0/V <br /> K/L E ROAD in shoulder details. efoa• ed to off traffic between SM. /f#SO <br /> 2. Imported Borrow -R-value reQuirements shall be to 'Yta. ltotJD for a moximur fiord of /O _-- <br /> ADT = 67T T= /6% Sto. /00 60 i to Sto. /9 #00 not less fhon 5. Sond E4uivolenf requirements 'Wo/.*479 Boys. <br /> DHV= 74 V= 1`SMPH <br /> D SIX - shcsll be Lvoitled for this material. 3. Thornton kW (fast` Borrow) - The Cnntroctor s/o// <br /> S. Cooperay'ion - Aftention is d,;-wto'd to Seetior/ 7-/./4 grade a ditch between existing dYch and eachead <br /> _ of the Standard SpeciFicotiont. Work shall he af'atw /8"0pioe, a/ ft /0+82, to drain Mlllhern/y. full <br /> coax imled with the railroad Forces vrvo/ved w;ih compensation for ercapalwf and grodin9 ditch shall <br /> the reconstruction of file railroad crossir79 be considered laeluded in the unlit Prices paid lrlhe <br /> at Stq. /2103. paribus contract hems ofrpvork and no further allawaoce <br /> will be mode therefor . <br /> Cont <br /> COnSt Vor. <br /> 40' 40'_ S14OULDER SCHEDULE (KILE ROAD) <br /> a, g' Vor. EX;Stin <br /> 31 I 3 Roodwoy Embankment) Sfufiah - Stotion . . DETAILS <br /> a Rig <br /> hi, <br /> of Cleorin and Grubbin and Eorthwork (Roodwa Widenin ) Le& R/ ht <br /> /0 *6036 — /1 *28 / <br /> I � // f28 — 12to30 I 2 <br /> • :: `c., /2 4.03 0 -- /2 t.14 2 2 <br /> 4_' 8 ' Vorioble 24 ' Wide Existing Rood Vorioble 8 ' 4 ` Slope t+a drain 12 */a-- /3 t36 Fanner 2 <br /> (0 - 61) I (0 -6') Access <br /> E I Elev. 10.00 Conform /3 o.36 — /3 t 50 3 2 <br /> 13 tSO — l4 *00 3 3 <br /> 42 <br /> /4 e SHOULDER DETAIL / /Q *60 ;'9 /9 <br /> Vor. . t o0 4 4 <br /> . .l�$�.. • <br /> 0. /7'Aspholt Concrete Contorm COn5 Const. <br /> Exist. Structurol Section Const <br /> Eari 'ny ditch �b 40� 40' Var. <br /> 0.40' A C, Base (Typ.) refneNd n In ppAwe 4 <br /> 4 ' g' Var. $' I 8 ' 8' <br /> 4'- 8 <br /> TYPICAL SECT/GAN <br /> THORNTON RD. ., � 8y � <br /> Sto. 5100 to Sto. /4 *00 ��� ♦ VQ� <br /> `, <br /> Conform Conform Conform <br /> JI�DiER DETAIL. 2 SHOULDER DETAIL 3 SHOULDER DETAIL 4 <br /> AWN SHEET TOTAL <br /> PROJECT ENGINEER DATE CHECKED DATE WOMITTED DATE APPROVAL RECOMMENDED DATE ' TYP/CA L SECTIONS KILE ROAD (Formerly Walnut No. {MEET! <br /> �� ���� .. _ — _ COUNTY Off` SAN JOAQUIN SCALE : NONE PROJECT <br /> /� F Ira " '` S. �� s/�y ,,� Q �ia Grove Rd� a W. P. R.R. CROSSING Zu <br /> z <br /> FILE NAINE-L DRAWER <br /> ILI <br /> t <br />