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F '� `y I 5 AL 3 NS ALL 75.93' LF L _._:_ :_. __ _. _ _ _- -- _ __ _ _ _ _. _ _ _. - _ __ -_ _ "_ ___ _ _ _ . _ _ _ _-- _ _a __1 . _ _ 1 a _a _ i. _ �._ r , r -- _ w '. ; , , , , VERT 1 4 ; i , 4" 2 RCP 1750 D 24 R P 1250 D 13+ 00 12+ 00 11+ 00 10+ 00 1+ 00 PLAN 1'_ 40' 1 + 00 10+ 00 11+ 00 12+ 00 1+ 00 SCALE IN FEET GT N / CURVE & LINE DATA TABLE 0 40 80 120 160 1 LACE / / i8' 18' CURVE/LINE DELTA/BEARING RADIUS LENGTH TANGENT 3 ' Q A 45'00'00" 22.50 17.67 9.32 z / .A ' `I160'29'38"E 42 9.09' B 40'30'42" 45.00 31 .82 16.61 o _ � / o � I C 73'07'59" 22.50 28.72 16.69 � � D 38'36'55" 45.00 30.33 15.77 ��' `� ' II PROP. 8" SEWER II » NATER ��. PROP. 8" NATER 12+52.37 EC END LINE B E 3'43'47" 790.00 51 .42 25.72 PROP 8 I'2 � CB # 4 F 35'47'43" 45.00 28.11 14.53 P .. N04.40'34"N I � 0 PROP. 8" SEVER �`� _ _j 42 46.65' ll H �\ N-14' G 27'42'49" 45.00 21 .77 11.10 Q4✓ ,��, �Q U 1 Ic'x H 65'10'12" 22.50 25.59 14.38 U �\ x L �6�G� �>> $ �I �9 - - Z I N65'40'21 "E 5 60' �. - ------ -- --- O �� �" 1+40.09 END LAT B-1 +. 6,g - - E.., J N08'06'42"E - 36.01 ' - x '� Q�jC3 - CB # 3 �6, a - - >.�..-_ - R' K N 19'29'46"W - 1 1 .91 ' - E'' r oo�� / 1' i 41 �� N=11' os, '_ --- - - �� � +42.24 EC 4' 42 ___ _ - _ 0° E-4Ix L N53'38'13"E 16.35' P, k " pT = 7 M N06'04'1 1 "E 14.85' 0 n -��' C 1+11.91 BC QO p't� U I `, * m o 3 � N7 6 3i„w K d 0y� 1 40$� 44 = 11+ N 7'01'56" 45.00 5.52 2.76 11+72.46 LINE B 46 CONSTRUCTION NOTES �" °' ���'� �,�pk0�x0�5 'lh �4` . � I =INT 1+00 LAT B-I " " » W �', - 42 "" 42 9x.. c�� ti�'�P,, �Y z I 41 INSTALL 18 RCP ( D LOAD PER PROFILE} `% ", " .._ `L M 41 ,� , � z ,z PROP. 8" SEWER 42 INSTALL 24" RCP (-D- LOAD PER PROFILE) 4 I ti� ,� 19 43 INSTALL 30" RCP ( D IAAD PER PROFILE) { _ 43 ,9� �/ 00 8' '. 44 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. PLAN 331. 45 11+52.27 ' 4 CL MH + (5 -CONSTRUCT MANHOLE N0. 1 PER CITY STD. PLAN 318. � 3 41 �� " Q 46 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STT). PLAN 336. x� 11+49.67 LINEA 6'--- 47 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 329. o =1NT 1+00 LAT A-2 -rt Q 49 �oNSTRucT MANHOLE N0. 2 PER GITY STD, KLAN 319 � r p PROP. 8" NATER ® EX 8" NATER �(ENG,AS p) 50 8"S(MIN•1 CLE�L�RAN EG 0.D/D'0 pnD PER PLAN), SPttcE� wrTH �, r, I ,1 [I"' PROP. 8" SEWER G• EX. 8" SEWER - - 0+49.58 9 / _ / -" -- t0+ 14,05_13,C,. _ �' EL ECTR I G4 L(Q�ICA 5 E AJ CD - ,,, �_Colo _ G - - E � / . 0 / -' ,� � ' / � �/ �� . N �,o MT. VIEW Q RW15E LINES'W� ,&, IAW,AL r �Ta,�V01D UTIUn - -�� d '�#09.25 LINEA '�/- __,oV ' ,-- - ---- 't - -_ NFi. 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DATE FILE No 1 7 f 3-D PRORCT = NO.� OF J:\652-1335\storm\sdl.dwg;D9/24/01'62-26:13 PM. cb BENCHMARK : ; : 'BENCHMARK N0. 96—_ BAT THE NWC ` AVENUE -AND, -IMST. , L- t I 7 i ; i 44 83FT.FTK.. �NC: 1CL HAVEN AVENUE Y _19TH ST. SET& .. i t I i ; i ; '_DRIVE 'PIT1 N 1 , r C:S. TAG IN TOP _t. J S' - `Y -' - _. } 'f"- '{. - � - -�... _ _ "-}._ _ _ _ ...-L_. - ... , M. i AT THE E. END OF 'A HEAD 1VALL - - - t. �_ _. _.I I. _ �R 3:24 -G�€(P_ -EI�Y.. -1430.686 r , 1 r + ; t i I _�- i i f 1 e Z r I i i f t i i 1 ! t S { i J i , 1 , , : 4. , 1 i , C ! i I: , s i , {i1 r i + +TEMPO AFt7DENHMARK 00 1" IRON PIPEAT C E NIER .IN t OF FOOTHILL BLVDIATEKSECTION CA i , ; r �. � y _ _ . 1 1 + _., i , { } -Y , -F 4 i -..;•.- { t i y , i .. M � �- �_cE �+ M -- --- AND ROCHESTER .AVE. NORTH SE/ ... _ I , 7 r 6 T 1S. R:6 M. S B. & i o /�.yq� B 1[ 'f' _ ': � , t ? V � 7 'j t' r- - -'LLCa�. 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";-. _i_. - _ _. -._ -' _. - 'iRS"TALC -83.51 LF T t : ------1 RCP 1250 D t 1 ; PROFILE : ' r.- a. LA A HRR 1 40 4.NERT _ i s 1 tr, y, 10+ 00 11+ 00 PLAN 1'= 40' 1+ 00 2+ 00 SCALE IN FEET CURVE & LINE DATA TABLE 0 40 80 120 160 CURVE/LINE DELTA/BEARING RADIUS LENGTH TANGENT A N 0°55'49" W - 4.82' - B 45000'00" 22.50' 17.67' 9.32' / C 45000'00" 22.50 17.67' 9.32' D N 0055'49" W - 5.53' - II PROP. 8" WATER LIJ PROP. 8 SEWER C� J O• x lb 1 px '1s e � � D 'V PROP. 8" WATER \ 4 0 �. - CONSTRUCTION NOTES PROP. 8" SEWER � � � �. 41 INSTALL 18" RCP ("D" LOAD PER PROFILE) 42 INSTALL 24" RCP ("D" LOAD PER PROFILE) 43 INSTALL 30" RCP ("D" LOAD PER PROFILE) 44 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. PLAN 331. 10+22.49 E.C. B / 45 CONSTRUCT MANHOLE NO. 1 PER CITY STD. PLAN 318. / 46 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. PLAN 336. A ' 47 CONSTRUCT CONCRETE COLLAR PER CITY N 329. CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. PLAN 333. � a � 10+OQ LATERAL 1 48 / x =69+33.85 MT.VIEW _1 100e.0e EX 60" STORM DRAM J\ V,f j 5C: DNE A P ANo LATERAL 1 (To AVoID wwrY C)N�JC'3 / - SEE CITY DWG N0. 1372-D ��-i>d� / (SHEET No. s of 11) DESCRIPTION of [REVISION DATE APPROVED EX 8" MATER Ex. 8" SEIPER ` CITY of RANCHO CUCAMONGA TR. N0. 15492 LATERAL 1 STORM DRAIN IMPROVEMENT PLAN LATERALS A-3, & 1 Underground Service Alert APPROVED BY: DATE: ` ✓ �� CALL T � � CITY ENGINEER ,� c RCE: 4953 TOLL FREE ��� �$�' DESIGN MADOLE & ASSOCIATES, INC. R No. 14814 m i — � 0f)/A6 OF THE INLAND EMPIRE 1 800 227-2600 Exp: 3-31-05 DRAWN C�AND'NG CIVIL LAND PLANNERS ENGINEERS SHEET ��,p, 10601 CHURCH STREET, SURE 107 F C f V 1\- �Qy�/ACJ RANCHO CUCAMONGA, CA 91730 9 OF—!-- TWO \ 909 948 1311 TWO WORKING DAYS BEFORE YOU DIG of ( > 4 14 1 CHECKED � RCE No 8 DRAWING 2 N0. DATE FILE No 17 I J D 7 J:\65LE N \storm\sd2.dw 09/24/01 02:04:22 PMI ct PROSECT SHEET N0. OF 9, ,