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m <br /> QRoFESS/�� <br /> � <br /> 12.800 LT "T2" OD G. <br /> 33+51 .181 o F2 o N <br /> ow# 10.062 LT "T2" <br /> 1 ,O <br /> f W E �;' U ' 33+46.004 w m <br /> ~ tL ti =' 10.062 LT "T2" �� z No. <br /> 0 q ' <br /> • Exp. 03-31'03 <br /> 0 � ❑5 12.800 LT "T2" 33+38.530 � s <br /> 0 32+98.191 12.800 LT "T2" l� TyT CIVIL <br /> F <br /> I :f.) 8 %-ry NOTES: F OF CAl-�F�� ❑ <br /> J' z 33+33.470 N s �� 1. FOR COMPLETE STATE R/W AND ACCURATE ACCESS O <br /> i f� a I 10.062 LT T2 �� 7 c�6 �` DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. (� <br /> 10.062 LT T2 32+89.286 8 N� ,� ,i °° o <�, KEYED NOTES: <br /> W 32+46.083 a 6 o <br /> W <br /> z : 31 +21.745 "T2" „ „ N, <br /> ❑ SEE STATE PLAN SET CU 0624 EA 456001 � <br /> - - ' I" ° Q ,t 12.800 LT T2 �o° FOR WORK WITHIN THE STATE RIGHT-OF-WAY. <br /> R I 32+41 .150 NOT A PART OF THIS CONTRACT 0 <br /> I r w 10.062 LT "T2" W <br /> Lij <br /> 31 +28.200 BEG CURB, 12.800 LT "T2" 4 25o s ;J, ❑ SEE SHEETS U1, AND U2 FOR UTILITY INFORMATION <br /> GUTTER AND SIDEWALK 32+26.223 �c <br /> i I " JOIN PROPOSED CURB, GUTTER 3 Z <br /> ° E 30+77.158 "T2" x AND SIDEWALK, SEE ROUTE 10.062 LT "T2" "' ,` ' �°' o / ❑ ROADSIDE DITCH SHALL FOLLOW THE SLOPE OF THE G <br /> I 12 PLANS 32+21 .103 N' °°° ROADWAY PROFILE. SEE SHEETS U1 , AND U2 FOR <br /> 46+12.970 SJ-12 N 2 4 STORM DRAIN INVERTS. i <br /> 31 +28.200 "T2"-moi <br /> BEGIN ROAD CONSTRUCT VERTICAL CURB, GUTTER AND SIDEWALK PER SAN i <br /> s I ' CONSTRUCTION 4 q� �, xsp�96 / R=366.000 JOAQUIN CO. IMPROVEMENT STANDARD CW-C7, SEE SHEET C2. o <br /> I THORNTON ROAD PROP R W _ 3 ry, ° L=339.390 <br /> ❑5 SEE FLYING J TRAVEL PLAZA PLANS FOR ON-SITE <br /> Y ' <br /> T=183.000 INFORMATION a Q m $ <br /> 0=53'07 48 ❑ ■ ❑ ❑ ❑ <br /> 30o w 1 32 s WOOD HEADERBOARD PER DETAIL ON <br /> PLACE RED <br /> SHEET C2 �j UI W <br /> 6.600 RT "T2" (� W v <br /> 1 ; t 31 �" 32+99.078, END 7 CONSTRUCTION CASE CM CURB RAMP PER <br /> - -+� - P <br /> _LL' - 85.230 ' - 25o s 450 o f E- �,..� TAPER CALTRANS STD. PLAN A888 <br /> yy�� <br /> _ o �... CURVE DATA Q o3� <br /> �...�PROP R�W R=376.20 ❑g CONSTRUCT MODIFIED TYPE 1 COMMERCIAL DRIVEWAY PER J Jo <br /> 6 -r _... L=126.24 No. R O T L DRIVEWAY DETAIL, THIS SHEET E a <br /> ci 10.8 RT "T2" T=63.72 r 1 355.938 09'11'29" 28.612 57.100 9 CONSTRUCT MONUMENT WELL PER S.J. CO. STD. DETAIL W maw <br /> t n 9 32+50.000, HP =19'13 35 <br /> 3 10.200 RT "T2" 2 CW-M1. Woo <br /> II EL 2.379 5.794 58'32 04 3.247 5.920 a� <br /> 4 31+75.716 o v� <br /> I „ w _ BEGIN TAPER 3 O ct °'v <br /> 10.200 RT T2 5.790 56'48 01 3.131 5.740 Z o <br /> N I 3 31+44.202 O LEGEND and ABBREVIATIONS: Nom` <br /> 355.938 06'45 59 21.042 42.035 <br /> i 12.963 RT "T2" � 571 2.929 R/W O5 <br /> 9 �I 14.352 36'40'52 4.758 9.188 ----� <br /> 31 +28.200 ROADSIDE DITCH FLOW DIRECTION <br /> I ) `; JOIN PROPOSED EP T 6 9.230 35'24'56" 2.947 5.705 HP HIGH POINT <br /> N SEE ROUTE 12 PLANS 2% MAX - - - - - <br /> - - - - 7 355.938 01'10'12" 3.635 7.269 LP LOW POINT <br /> # 150 mm PCC 4 FLARED END SECTION ) <br /> x, 4 BARS 450mm O.C. EA. WAY O 8.960 37'11 '06" 3.014 5.815 (FES) <br /> f 22 mm LIP ROCK ENERGY DISSAPATOR (RED) <br /> +r, DRIVEWAY DETAIL CURVE DATA GIVEN FOR FLOWLINE OF CURB OR EP <br /> NO SCALE UNLESS OTHERWISE NOTED. • STORM DRAIN MANHOLE (SDMH) <br /> SEE UTILITY SHEETS Q <br /> PROPOSED CL DRAIN INLET (DI) Z Q <br /> It 0 0 0 0 0 0) � 00 �, u J O <br /> GRADES � 00 O rn rn rn SEE UTILITY SHEETS _ <br /> '"> N N N r7 r") rj rj N N N N <br /> EXISTING GRADES � o Q0 � � r- � �, O �, N N �, SCALE: Z Z O <br /> AT CL ro " N N N N N N N N N N CID CID N N N HORIZ. 1: 500 <br /> VERT. 1: 50 � J J <br /> - 7_ <br /> LU O <br /> z <br /> O Z <br /> - _ <br /> g - Z Qwv <br /> w w ! <br /> 6 <br /> LL <br /> I - <br /> I I O N o2. _ O ZO (L <br /> N <br /> o : + + Ln e4 i <br /> � <br /> pry N <br /> - <br /> Ln <br /> 4 J � <br /> + � O <br /> ~ Z <br /> > w P OP ED CEN ER41NE 4 - Q <br /> ti > J <br /> EXI TIN CENTERLINE, Q <br /> _ - - _ PROFILE <br /> _._ <br /> � OZ <br /> 50,3501 <br /> FLATTER0.2 0% <br /> 0. 50 W I <br /> - -- <br /> - - - <br /> i <br /> CL <br /> { <br /> I I ,[4" <br /> - SCALE 1:500 METRIC <br /> ' - - <br /> I I s s JOB NO. 3177 <br /> 25 O1 <br /> LA 4 <br /> DESIGNED CSN <br /> - - ! - DRAWN CAS <br /> FILE 040L09.DWG <br /> CHECKED RGB <br /> Inn <br /> tDA7E 61.3p <br /> a I I I SHEET No. <br /> s ? � <br /> I E I ALL DIMENSIONS ARE IN ; <br /> s €€ <br /> METERS UNLESS OTHERWISE SHOWN E L1 <br /> 7t <br /> 1+00 +40 +60 +80 32+00 +40 +60 � +80 +00 + 0 +60 <br /> 4 DF 12 <br /> 06j -�- a czir <br />