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DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
<br /> NOTES: COUNTY R/W TOTAL PROJECT No SHEETS
<br /> � '
<br /> 1 . FOR COMPLETE R/W AND ACCURATE ACCESS DATA, 12.963 RT "T2" 10 SJ 1 15.8/17.1 15 61
<br /> SEE R/W RECORD MAPS AT DISTRICT OFFICE. I3� �� c 31 +28.200
<br /> 10.062 LT "T2" 1 Z ITeric 6-O/ PROFESS/02. UNLESS OTHERWISE NOTED, STATIONS AND OFFSETS ARE 31+28.200 ', R ENGINEER DATE q
<br /> x FROM "SJ-12" LINE AND ARE MEASURED TO TOP BACK OF �� 14.631 RT "T2" 31 +19.657 G. �
<br /> CURB OR EP. 1~ �� / �� TOP BACK OF CURB , , . ; o c^
<br /> , � z
<br /> CO STD. VERTICAL CURB5� 0 STATE R W PLANS APPROVAL DATE m No. 46387 z
<br /> GUTTER & SIDEWALK, SEE SAN JOAQUIN COUNTY • Exp03-31-03 .
<br /> SHEET C-6 10.062 LT "T2" 1810 HAZELTON AVE sTgT CIVIL
<br /> 5 31 +19.233 16.286 RT "T2" 31 +10.072 STOCKTON, CA 95201 F OF CAL�F�
<br /> TOP BACK OF CURB
<br /> TYPE A2-150 OMNI-MEANS, LTD.
<br /> CURB & GUTTER TYPE A2-150 2237 DOUGLAS BLVD. #100
<br /> h� `,u'R A CURB & GUTTER ROSEVILLE, CA 95661
<br /> � �0 `SS , 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 /> CASE "C" CURB RAMP
<br /> Li 21.962 RT "T2" 31 +01 .886
<br /> m 5 CASE "CM" CURB RAMP ��. �, ��5, TOP BACK OF CURB
<br /> o Li �' CASE "CM" CURB RAMP
<br /> 17.830 LT T2 31+05.997 4`=
<br /> 5 TOP BACK OF CURB 0 24.071 RT
<br /> Li o .735 46+37.397
<br /> x i3 3Sg2 �s R=11.8.10 20.800 LT
<br /> 46+43.544 1
<br /> 20.763 LT 8 SOS _3.7$9 1 � O`L, `L,
<br /> 0 17.741 LT 45+84.450 S 6 - X66, y1 ,' ��, (6L,
<br /> R=12.000 �� �• ,' �'
<br /> 45+65.563 ��, 4
<br /> 0� EP cyl, � 36 1 S; EP
<br /> C�i
<br /> 1.9
<br /> y. .
<br /> fTNf-
<br /> om m
<br /> Q w w 14.705 LT �� 9 ` 9 99 �' SAWCUT
<br /> NNCk
<br /> \ X 7F��
<br /> V 45+65.572 9OOO (J9� 9�'� ` S9j9j �O � � O
<br /> w 01, n J .J J .J .J J 9J `�J `SJ p .,
<br /> Q o oma,, oa,' o�.� 1 0���,, ,�,,, El �,wb o��, ROUTE 12 ���' �.�; �, �, �; A
<br /> a �, a O O
<br /> �� ti 'r
<br /> If y
<br /> dt$ : ��� - - - - -
<br /> /_ - SAWCUT T�
<br /> 4.01.7 R 16,8.500 2.900 LT
<br /> ET X51' 45+80.946v _
<br /> ..._ 1.900 LT �1w 11, 40,
<br /> re R=43:500 ' 4Z+49.66N.
<br /> 2 � p`L' �L, % �0
<br /> = U 7g �9� �...�. 4:175 1 .5+0 LT �O'\, `'�S ETW `' U
<br /> 0.462 RT '
<br /> EP - P-
<br /> x O rS ETW �' �sS , _ R=1.OD0 ,� 46+58.01 W
<br /> w z W SJ-12 LINE d 32 4 226 sz 4247 -424 - 424 g2 �2 W
<br /> _ _� 6 S4 tt 2 4 2
<br /> p y -
<br /> w k5 6� 4.1$7 413 8043 i ' �...�� e ��8994.� ...-... 9,0 �gk� �...-.9��... W
<br /> a W R=113.00 �O� y -- \ 1 500 LT "12E" 0
<br /> 4.093 5: W
<br /> w W - _ _ - _ - - _ - _ t ' 2.9 RT 4.2p3 .76m (n
<br /> V) 7 . 46.1-38.635 ;. (3" �, EP 46+70.743
<br /> 45+80.946 (� 12E ' LINE N;. ?03 E`fW 23
<br /> ,
<br /> �J 6` i
<br /> S89"33'13"E 105,732' �?� _
<br /> L`'1 R=2Q6.500
<br /> 1 .6
<br /> J 3.4$1 RT "SJ-J2 _
<br /> cv 48`+x.100
<br /> �0, -
<br /> `a' -- �,
<br /> ET T
<br /> Q
<br /> O EP � ��G� $ �, 3 0��
<br /> a 1
<br /> x vi S R=11.810 `3 953
<br /> Q 10.200 RT "12E"
<br /> L_'. ] 25.792 RT 20.978 RT 46+38.790 46+61.202
<br /> ~ 20.800 RT 45+89.,912 ghy' ` TOP OF CURB
<br /> O 45+79.919 65� " KEYED NOTES:
<br /> H 3, R=12.000,
<br /> Lu ~ „ El REMOVE EXISTING ROADWAY SECTION, SEE STAGE
<br /> .w UJI
<br /> CASE CM CURB RAMP
<br /> I.- SEE THIS SHEET CONSTRUCTION PLANS PRIOR TO REMOVAL.
<br /> 17.736 RT "T2" SEE LAYOUT AND PROFILE SHEETS FOR "12E" LINE INFORMATION.
<br /> Lu 0 STATER W 30+50.306
<br /> 3 200mm AC TYPE B 335mm AB CLASS ' � ' /� �` t �
<br /> FROM 45+65.563 - 46+61.202.
<br /> I SON ` 15.845 LT "T2"
<br /> I lb;
<br /> 30+41.974 TYPE A2-150 4❑ 120 mm AC TYPE B, 320mm AB CLASS 2, SHOULDER PAVING zlz��og
<br /> OZ CURB & GUTTER
<br /> I h� 1q1'
<br /> 3 ❑5 CHANGE IN CURB TYPE
<br /> J 10.362 RT „T2„�
<br /> Q
<br /> 30+35.396
<br /> U CO. STD. VERTICAL CURB,
<br /> U- CN4
<br /> GUTTER & SIDEWALK, SEE
<br /> x c) >I SHEET C-6 CONSTRUCTION DETAIL
<br /> FW- J rn } I 10.362 LT "T2" 10.362 RT "T2" � SEE THIS SHEET
<br /> n N Z 30+ 21.932 30+21.932 z SCALE 1 : 200 0
<br /> D
<br /> co (C! + :D
<br /> cv o O I v I
<br /> C = 4 0
<br /> ALL DIMENSIONS ARE IN O
<br /> METERS UNLESS OTHERWISE SHOWN I
<br /> cV
<br /> FOR REDUCED PLANS ORIGINAL 0 20 40 60 so
<br /> SCALE IS IN MILLIMETERS I i I i I i I I DRAWN BY: C.NEWTON
<br /> O
<br /> _ - - - - - - - - DWG FILE: 040co4 CU 06241 EA 456001
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