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i <br /> DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL <br /> TOTAL PROJECT No SHEETS <br /> NOTES: - 00 10 SJ_ 12 15.8/17.1 7 61 <br /> 1 . FOR COMPLETE R/W AND ACCURATE ACCESS DATA, G <br /> SEE R/W RECORD MAPS AT DISTRICT OFFICE. <br /> ROFESS/O <br /> N <br /> 2. FOR SAWCUT STATIONS AND OFFSETS, SEE 'G�p O ` @tric RE (NEER DATE P <br /> �' tL �4O�PLD G. Bowl <br /> x CONSTRUCTION DETAIL SHEETS. �o <br /> 'A J " <br /> Q., O�- e A� �� - w 46387 z <br /> � 2 `S .3 PLANS APPROVAL DATENo. M <br /> U Exp <br /> °� x 03-3/-03 <br /> ��, F- 0 �'� SAN JOAQUIN COUNTY s� CIVIL <br /> Q , ; 2 2 1810 E. HAZELTON AVE. 9TF oF`� <br /> � . STOCKTON, CA 95201 OF CALF <br /> � �� ':13 <br /> 9.895 RT "Q" 61 +19.500 p OMNI-MEANS, LTD. <br /> END 1.5 M TRANSITION FROM TYPE �Q 2237 DOUGLAS BLVD. #100 <br /> E AC DIKE TO TYPE A AC DIKE �. % ROSEVILLE, CA 95661 <br /> 6.000 RT "Q2" 61+18.000 N, The State of California or its officers or agents shall not be responsible <br /> for the accuracy or completeness of electronic copies of this plan sheet. <br /> END AC DIKE (TYPE E) <br /> 3.600 RT "Q" LINE 61 +18.000= CONFORM <br /> N L-1 L-3 L-4 61 +18.000 "Q2" LINE �SL� <br /> m <br /> w v' 6�x 6 <br /> Li <br /> N FG 6.864 RT 2" 60+13.184 14.200 LT "SJ-12" 43+12.985 = <br /> w Q OVERSIDE DRAIN <br /> 60+00.00 "Q2" LINE <br /> R=90.001 <br /> x �� L=92.989 <br /> Q x0� T=51 .126 <br /> 0 D =59011 '53" r' <br /> G � o 20.800 LT "SJ-12" <br /> 41 +50.660 "SJ-12" <br /> �j Go 6.300 RT `V" 60+72.5 ' 43+40.000, BEGIN <br /> 670+55.640 "SJ-5" O ter' OVERSIDE DRAIN � AC DIKE (TYPE E) <br /> BC = 60+87.527 ' o - <br /> 3 6.000 RT "Q2" ) <br /> CI <br /> 42+26.150 "SJ-12"= 60+21.303 0 <br /> } Q�•. 0 43+58.920 SJ-12 = „ <br /> o m m 60+46.534 Q = <br /> Qo 0 60+46.251 "N" o `S'q C' li�F II 31 +18.183 "T1 ", POT 1 .700 LT SJ-12" <br /> 44+59.252 <br /> UJ Y - ` 17.942 LT "SJ-12" 42+01.771 N G� „ <br /> J N w 7.62 MBGR, TYPE 1B LAYOUT, C , 20.800 LT SJ-12 <br /> v wo v W/TYPE SRT TERMINAL SYSTEM Q / 44+52.026 0 <br /> H <br /> _ \ 2.� - _. _.. __ _ - _ 3.0 EP <br /> W �\ _ - iD 3'6 3.6 ETW <br /> EE 5 - - SCO,- 17.228 LT "SJ-12" 42+37.510 gg°32'16 'W 10.54060 SAWCUT M <br /> 1N�S SN _ 7.62 MBGR, TYPE 1B LAYOUT, cJ 3 N <br /> E <br /> � r ,.ws.�. ; W/TYPE SRT TERMINAL SYSTEM _ CM•i <br /> SE A W \ ;\ _ - - -$=3.7 � SAWCUT ETW � 1 .5 <br /> S � \ S89033'1 - <br /> --- - <br /> "SJ-12" LINE___t17! ROUTE 12 5 � ° <br /> S89 33'17 'E 132.776 43 '13" -E _ 3 7 3.8 <br /> x 0 `, , ,1 = _ X589°33 13"E 75.94 89°33 44 EP <br /> S 0 <br /> - - - - - -- <br /> - - - - - <br /> . W <br /> Ld <br /> O "". 3.993 RT 'SJ-12" 42+60.828 1.800 LT "SJ-12" i. ETW = <br /> O t .... ..,..� R=21 .500 7.62 MBGR, TYPE 1B LAYOUT, 43+29.872 a, <br /> Z w U L=39.399 SAWCUT <br /> a T=28.017 W/TYPE SRT TERMINAL SYSTEM 5 �� 1.900 IT "SJ-12" El o W <br /> a 43+75.676 SAWCUT 40 W <br /> w z.4 - _ .- � =104°59'44" 7 ETW - -- ETW <br /> - _ = �_ - - <br /> _ _ - _ - <br /> 36 <br /> �0 R=914.440 _ - _ - -=, :_ <br /> _ 3.0 <br /> L=116.308 y��� 21.214 RT "SJ-12" r v EP <br /> _ 42+72.934 END DIKE, 1.800 LT SJ-12 <br /> A ,v v - 22.831 RT "SJ-12" <br /> 1 DT7 1716 ? (TYPE F), CONFORM 43+53.181 , CONFORM FA , F�� 44+20.000 <br /> r 23.629 RT "SJ-12" 42+62.655 - <br /> 13.200 RT "N" Y 0\ 17.493 RT "SJ-12" 2 15•:: 7.62- MBGR, TYPE 1B LAYOUT, R=17.000 <br /> 58+83.934 END TAPER 42+10.140, 7.62 MBGR, . ,ate/TYPE SRT TERMINAL SYSTEM <br /> 5 W/TYPE 1B LAYOUT, TYPE „ „ R=32.500 r L=32.502 20.803 RT "SJ-12" <br /> SRT TERMINAL SYSTEM 22.720 RT N 60+11 .434 T=24.074 <br /> z L=23.952 � 44+05.113 <br /> o I� END TYPE C AC DIKE, r' ° „ <br /> O � 9.762 RT "N" � o, A=109 32 39 <br /> 58+48.993 BEGIN l 4 BEGIN TYPE F AC DIKE T=12.549 <br /> D =42013'31 " rn_ 12.386 RT "T1 " <br /> # TAPER AND AC DIKE 15.686 RT N 60+02.958 <br /> TYPE E LIMIT OF 8 \\ <br /> C> ( ) 10 AC OVERSIDE DRAIN 5.119 LT T1 \ 30+66.721 <br /> a <br /> 1 SLURRY SEAL , 30+77.035, CONFORM <br /> x z 13.200 RT N LIMIT OF SLURRY SEAL Q <br /> cc <br /> E� ' 2 KEYED N TES: 59+93.581 <br /> U- / ❑1 ROADWAY EXCAVATION. SEE STAGE CONSTRUCTION �� 1 PARK 11 .884 RT "T1" <br /> PLANS PRIOR TO REMOVAL. n 13.200 RT "N" 59+64.646 N 30+49.552 - <br /> z 9.773 RT "N" R=914.400 END TYPE E AC DIKE, RIDE j <br /> Lu L=116.308 a2 CONSTRUCT 95 M TYPE BW FENCE WITH STEEL POSTS 150 mm BEGIN TYPE C AC DIE `N <br /> 58+47.477 BEGIN T=58.232 SOUTH OF STATE R/W FROM COUNTY R/W TO COUNTY R/W. S <br /> TRANSITION FROM �7°17'56" <br /> Q EXIST TYPE A TO ❑3 CONSTRUCT RAISED MEDIAN PER <br /> a PROPOSED TYPE E 5 <br /> Lu AC DIKE DETAIL ON SHEET C-6. Z <br /> ❑4 REMOVE EXISTING MATERIAL TO A DEPTH OF 535 mm <br /> AND REPLACE WITH 230 mm AC TYPE B OVER w ' Z <br /> ( ) ° '1 n <br /> 305 mm AB CLASS 2. SEE SHEET C-2 FOR DETAILS. C ' I � 1 0 <br /> Q w, liI <br /> ❑5 REMOVE EXISTING STRIPING PATTERN. SLURRY SEAL PRIOR �'` -d - c <br /> TO REMTO IOVAL. SEE STAGE CONSTRUCTION SHEETS PRIOR W 'n k , ? 1 p3 <br /> I <br /> �" 0 m <br /> Q REMOVE BASE AND SURFACING �4 y 5 Jed Vere <br /> V 31+37.3 TO 32+79.1 T1 1 � I ?� . �� <br /> U- o <br /> x 7 1 .5 M TRANSITION FROM TYPE F' TO TYPE A DIKE 0 <br /> uj <br /> � , LAYOUT <br /> go <br /> 5 �H1S SNEER ALL DIMENSIONS ARE IN O SCALE 1 : 500 <br /> SEE METERS UNLESS OTHERWISE SHOWN L � 2 w0 <br /> o <br /> FOR REDUCED PLANS ORIGINAL0 20 DRAWN BY: C. NEWTON <br /> - - _ SCALE IS IN MILLIMETERS - I - i I i 41 i 61 i 81 DWG FILE: 040L01 CU 06241 EA 456001 <br /> T353 <br />