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DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL <br /> NOTES: OTAL PROJECT No SHEETS <br /> 10 SiSJ 12 15. 8/17.1 12 61 <br /> 1 . FOR COMPLETE R/W AND ACCURATE ACCESS DATA, 05/' pL <br /> 40 <br /> SEE R/W RECORD MAPS AT DISTRICT OFFICE. 3R� <br /> 0o KEYED NOTES: 2-oG -o/ ROFESs,o <br /> 2. UNLESS OTHERWISE NOTED, STATIONS AND OFFSETS ARE `o, 6�x`$ @t/'/C RE D NGINEER DATE <br /> x FROM "SJ-12" LINE AND ARE MEASURED TO EP OR i t3) 9�1 61 ❑1 REMOVE EXISTING ROADWAY SECTION, SEE STAGE <br /> AC DIKE FLOW LINE. E8 LZ CONSTRUCTION PLANS PRIOR TO REMOVAL Coo <br /> SEE LAYOUT AND PROFILE PLANS FOR ADDITIONAL PLANS APPROVAL DATE No 46387 <br /> "N" LINE INFORMATION. SAN JOAQUIN COUNTY + Exp03-3f-03 + <br /> �� d' 3 3❑ 1 .5 m TRANSITION FROM TYPE E DIKE TO EXISTING 1810 E. HAZELTON AVE. sTgrF oIVIL\E����STOCKTON, CA 95201 CAE <br /> TYPE A DIKE. <br /> �L OMNI-MEANS, LTD. <br /> o �` 3 1.5 m TRANSITION FROM TYPE F DIKE TO EXISTING 2237 DOUGLAS BLVD. #100 <br /> 1 ROSEVILLE, CA 95661 <br /> o 3• , TYPE A DIKE. <br /> QO ��`, The State of California or its officers or agents shall not be responsible <br /> r3 LEGEND for the accuracy or completeness of electronic copies of this plan sheet. <br /> + <br /> cO �x1� 3.6,59 <br /> 0 <br /> o0° `L ° <br /> } <br /> N00 Q 6 3.697) <br /> m S + 51 ���� o�SL _ (3.62 �- EXIST FG ELEV <br /> 0 c0 p`ZkC3 61x 36/ <br /> N o N 61 0� 3.800 <br /> w Q � o F� Z9g9_ ------ PROPOSED FG ELEV <br /> x <br /> WIDENING (SEE TYPICAL CROSS SECTIONS) <br /> R=30.480 3.801 <br /> 2 85g, <br /> CO <br /> m m <br /> w w 3.489 <br /> 0 ^0 \ 3.615-- , <br /> QFn <br /> ui 54x0 F � � R=90.001 <br /> U o (3.485 <br /> v T� �`l ° <br /> � <br /> �'l <br /> SEE THIS SHEET o� 3.,72,3. 3579 ` <br /> 1 x563 C�, <br /> Z 17.313 RT 17.313 RT 6.000 RT "Q2" <br /> 42+69.502 l� 42+73.002 c�9� S ���F � 6 F " 60+21.303 <br /> x 389/ `90R $$91. �,d� � �Q; <br /> Ocjl21 .214 RT �, O 13 S' <br /> > ui u': �� , 42+72.934rillh - <br /> > � (3.860 �O <br /> x �ox �0 6g� F K 3.15,= �' �(o, �; �1b, <br /> J 3 8 4 ^��oX `� 903 �� �� ^D <br /> -- - -- <br /> w a 19.230 RT „N„ / r w c> o <br /> 0 60+15.954 6, Z v \� <br /> s� a0I g0 2`b� 3.798 &� 3,860 N <br /> (3.708 ° 'n� - <br /> 23.216 RT <br /> 42+66.218 <br /> Z.1b `'� Q �� N 89"32'16" W 60 W <br /> 22+65 4 o �g D 10.540 <br /> �`' 42+65.043 x �t N �59� 0,�0 C�0 �o �0� 0� (n <br /> 17.599 RT N O r7 „ ro o �' ;a `� 0 ' 0 ' � 0 ' o <br /> Z , rn 42+26.150 "SJ-12"- N Vy a o `-' o W <br /> ZO 60+06.111 P • °' 60+46.534 "Q"= opo � � Co + J Ld <br /> 60+46.251 "N" �o o o � (n <br /> n r_ // � Q7 �p N <br /> (3.684 w �o rn o II o + <br /> - _ <br /> 'O 0;' a� o <br /> 0 2 <br /> 00 0 „ „ Z „ - <br /> 19.007 RT N - SJ-12 LINE S 89033'17" E 43 <br /> 6 co 60+01 .312 Z - - -- - - - - - - -- - - -. <br /> Lu S 03 <br /> cc :6s O <br /> (3. 762Lu L <br /> Z <br /> 14.200 RT "N" ' <br /> 59+93.581 <br /> Q 6.600 RT "N" 2 -Q <br /> Z 59+92.529 <br /> ccSEE THIS SHEET <br /> U- <br /> Q <br /> U <br /> u_ <br /> x W CONSTRUCTION DETAIL <br /> N SCALE 1 : 200 5 0 <br /> ALL DIMENSIONS ARE IN C - ♦1 0 <br /> METERS UNLESS OTHERWISE SHOWN o <br /> FOR REDUCED PLANS ORIGINAL0 20 DRAWN BY: C.NEWTON -i <br /> SCALE IS IN MILLIMETERS I i I i 41 i 61 i $I DWG FILE: 04000l ICU 06241 EA 456001 <br /> T348 <br />