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� M <br />'ON il]HS �]AMV�i❑ <br />CONSTRUCTION NOTE: <br />SEE SHEET CD -9 FOR STATION/ OFFSET CALLOUTS AT DRAINAGE INLET <br />i <br />i <br />"WW" 14+25.78, 13.00' LT <br />END HMA DIKE (TYPE F) P/L <br />CURVE DATA <br />No. <br />R <br />❑ <br />T <br />L <br />5000.00' <br />2'30'34" <br />109.52' <br />219.00' <br />0 Joe <br />Coun[y <br />BEGIN HMA DIKE (TYPE C) _ _ DW5 LINE <br />(� DRIVEWAY NO. 5 <br />LIMITS OF CLEARING "DW5" 1+28.00 <br />ALTERNATIVE FLARED & GRUBBING (TYP) END CONSTRUCTION <br />i TERMINAL SYSTEM (E) DI TO REMAIN AND BE + CONFORM TO Exist <br />J (SEE CALTRANS RSP A77Q1) PROTECTED IN PLACE "WW" 18+50.00, 13.00' LT <br />R /W I "D W5" 1+00.00 DO = <br />� R/W EP/ES BEGIN EP TAPER <br />W <br />W -- — F F — w — — — — — — - — — y "WW" 16+53.93 — (E) EP HP <br />F� m <br />_F— — - 1 °' <br />F— F� F— - <br />D EP/ES �Ff _F, — —F— — —F— — —F �F F` os <br />R/W <br />It -- _� ,v <br />�_ — (E) EP <br />BC "WW" 16+20.91, 13.00' LT EC "WW" 16+86.61, 13.00' LT <br />r <br />N 8T15'22" E 15 f "WW" LINE, WILDWDOQ RQ 16 17 W1LDWOOD ROAD 18 - <br />19 <br />� 400.32' ` --- <br />EC "WW" 14+37.82, 13.00' RT, BC "WW" 15+90.28, 13.00' RT EC "WW" 16+55.28, 13.00' RT -BC 17+00.24 N 89'45'56" E <br />W r n 80.76' <br />Z <br />� �F F <br />co <br />= w � F HP — — F — — — F — ` EP/ES � � — — — HP (E) EP <br />Q F "DW4" 1+00.00 = (E) EP EP/ES R/W - - "WW" 19+20.00 - - - <br />�- R/W <br />WW 16+22.78 END EP TAPER , <br />- - - - - - - LIMITS OF CLEARING " END CONSTRUCTION <br />(E) DITCH FL - & GRUBBING (TYP) WW 18+50.00, 13.00 RT CONFORM TO Exist <br />J BEGIN EP TAPER <br />"DW4" LINE "DW4" 1 +40.00 <br />— F R/W DRIVEWAY NO. 4 END CONSTRUCTION <br />CONFORM TO Exist <br />LIMIT OF CONSTRUCTION ACCESS LIMIT OF CONSTRUCTION ACCESS P/L <br />i <br />PLAN SCALE <br />0 20 40 <br />SCALE 1N FEET <br />r <br />r <br />I 00 LC] LO r <br />� <br />m (0 � � <br />Ln N n r �0 <br />N0 CCD CCD (0 tD c0 [O CDD EDD ((D CO <br />68 68 <br />450.00' <br />AD = –2.9292 <br />% <br />K = 154.33 ? <br />PVI STA 13+50.00 c-) 250.00 VC <br />PVI ELEV 65.40AD = 1.64% <br />66 Eli` K= 152.53 66 <br />co <br />C a: PVI STA 17+50.00 <br />c� <br />"DW5" Elia +'r�.i LINE PVI ELEV 60.14 <br />u� ca v o <br />v o 0 <br />�s Ln LO <br />E 64 � W + � � z 64 <br />SPG r <br />o ' " 0-H0w <br />0 o ~ V) <br />�� +C;Mz <br />�� �w0 <br />622 –1.3]% a) COca o U <br />r <br />v Q�zo <br />z <br />�3 Cnn w0 W <br />o <br />+0.32 ���--- <br />3 -------- <br />— — + o <br />0 60 -_-------__--- -- ----------------_—__ <br />______ -- so <br />---------------OG <br />J <br />N <br />58 <br />N 58+oo o <br />0)"DW4" <br />[D <br />LINE o <br />U <br />U <br />L- 56 56 z <br />U-1 <br />0 <br />0 <br />m <br />N <br />m 54 54 ° <br />0 <br />0 0 2 4 0 <br />VERTICAL o <br />0 SCALE 1N FEET <br />3 <br />0 20 40 <br />HORIZONTAL z <br />o SCALE 1N FEET c, <br />o <br />0 <br />STATION 15 16 17 18 19 20 STATION <br />PROJECT ENGINEER DATE CHECKED BY DATE WI LDWOOD ROAD BRIDGE NO.29C-0459OFE55L COUNTY OF SAN JOAQU IN SHEET NO. <br />K Lr 11118116 M. LA MPA 11118/16REPLACEMENT PROJECT �` �=R DEPARTMENT OF PUBLIC 7 of 40 <br />�'�' 7 P��" _ WORKS BRIDGE DIVISIONdke hag <br />DRAWN BY DATE SHEET NAME SCALE <br />ACROSS TEMPLE CREEK Na. 5 3987 1810 EAST HAZELTON AVENUE raan <br />L <br />03 31 17 <br />�4STOCKTON, CALIFORNIA 95205 AND ASSOCIATES <br />L. CASTAGNA »/18/16 LAYOUT AND PROFILE N �, S SHowN FEDERAL RAL AID PROJECT ECT NO. BRLO-5929 217 9r£ a/W <br />� iv�nu �'� Pro ect ana er (Consultant) PHONE: (209) 468 - 3000 11060 White Rock Road, Suite 200 L-2 <br />} g ` FAX: (209) 468 - 2999 Rancho Cordova, CA 95670 <br />