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Magaranalffe - _ - _' .__ _ __. . _ _ -_ _ _ _ - 4 _. ENINIKEI---"17---- =ssa�� =r.�a���. ate. a+�-•..Ti i ...........afM.� a _. .. Taa�.1•iss�= Y $ �'--� ' 1 s- -. { _: - o �� ..� a�..�.�a limirilluila�i � � =� i��.Ti a.T.�.w.= �-r t �_ - - +T __ 1_ - Y __..-:,i_-_-_,-- _-. — =„e-� ar ..��aaaa� r ..ro =���f= ��is.=.• .sem- .�.aa=saw r�t�� � .er.���- �i --�__-----:_--11.--1--_:--__- _ � -�__ -�- - �. s a-�i�i= s � �ssss__e.�e_ ..ss ss .aar _.j_ - '-... _. -� �� ••�- �r•�_a�� I111ii= �_ s��iil�ii�l seam ...al Irk III�� a.a�r�..i e-� a_i•��.�ii� li r � � •__.-_ I _ MsB � -i-EAlas' + =sr. �..�..�.....EKIE. ...�—�.....s sZ� r. �..�--ss - r' ss s- ,.�. -----r 1270 1 2 3 4 5 6 7 8 9 10 II 0 PROFILE BENCH MARK '.4;. 1. Ili;VI Ch i z " n " S/W End Sidewalk 50' ± VERT. 11= South & 24 ' East CL Int . Catawba Ave . & Mission Ave . - - ELEVATION - 1284. 93 A AREA TO BE PAVED• WEST CURB CURVE DATA USE 0.21 ' A.C. ON PREPARED SUBGRADE 8 = 59°28'30" (Rec) (ON WIDENING ONLY) . FEATHER MINIMUM R = 58.00' OF 2' OVER EXISTING PAVING. AREA AT T = 33.13' BOTH ENDS TO BE GRADED TO ACCEPT L = 60.21 ' AND/OR DISCHARGE DRAINAGE AS DIRECTED - 5 0 ' BY THE ENGINEER. CURB PERMITEs INSTALLED CUB PERMICT T 970 _ CURB PERMIT II; E-15546 E-15546 E-5 6 7 8 CONST. CURB & GUTTER PER CO. STD. 115 EXISTING R/W LINE FUTURE R/W CONST. CURB & GUTTER CONST. SIDEWALK PER CO. STD. 109 EXIST. C.& G. FUTURE CURB LINE EXIST. R/W '• PER CO. STD. 115 I 1 .. .. . . .. ..., ... - - ��� "� / EXIST. E.P. �� � A —/ _ I I 2 3 —+4 C • —}� C A TAW B A —� AVE . —I� _ ____. _� — — � + O __ __ -- // 1._ _ — __ _ _ 4....;;..-z_______-- _ _ -,- ___ __:__ �, FUTURE CURB LINE 4./ A i(/ 7.,--- �� .� �� ? � �, �eC EXISTING R/W LINE I }" �• �- ' /�, LINm <� 78 FUTURE R/W LINE CURB RETURN DATA 1 , C�URB9ROET�RN DATA L11 N S4r .. R = 20. 00 0 R = 20. 00 _J 0` �w� o �`°�' �� T = 19 . 88 T = 20 . 1 2 Q 047-1; �J w L = 31 . 29I i L = 31 . 54 et_CURVE DATA i, = 59°28'30" (Rec) 18' 18' R = 40.00' 25' 25 + Y 20' - 60 T = 22.85' tV L = 41 .52' - _ X30' 30' i - _ 70' M P.RtO44T OF WAV M.R RIGHT OF I EAST CURB CURVE DATA XI' _. _._ f _-- 30' FIELD BOOK 430 52-59 CC) aN1 A = 59°28'30" (Rec) ' REV,'ISIONS COUNTY OF SAN BERNARDINO R 22' i 2� I ,. ____18�_.____ ___ . .__ .j _ _ ,�.,,_ _._ 12 1 IRe I j 1P1 _ I 10� 8� 7. ' �' • ARK DATE DESCRIPTION 111 T 12.57' j 4' a- 7 5 - _P _— — , - M ROAD DEPARTMENT 400 O = ' L 22.84' ,Ili/ Q i ? L�B�iv/1� 1 17-76 4c, t/Cu�bPerrnitE/5596 ii CATAW B A A I I • i ; ,3 ' VENUE iacrl�rc,c.+T�+rc •��� . COINS ti1tSlMt+bi.k �1 CAM AND 0UTT'ti% A* +I COUNTYRililitkF O N TA N A aTD. **WM Rl LI. • T 1;AL �C RD. NO. 217650 S.E. DRAWN BY �. CHECKED BY = APPROVED BY Y SUBMITTED BY (,(,„,-r`. fy COUNTY ENGINEER ' CHIEF DESIGN ENG:RR. • DATE SCALE FILE NO. DRWG. NO. RECOMMENDED BY ;��tt' �--Z � Q(�'A S7. ROADCOMMISSIONER- Mar. 1✓66 AS Shown I 9 0 3 I of 1M\Al(r_ 1\ ir, LI.nn n