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