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SET BRAS ! NLS j E l S OISK T P ... . 7 N 0 OF AST €ND bF SOUTH ; . I I I ; _ .l ."... � I - .1 . 1 - , , . . . I END . . I . I � � � : . WAL OF WIW 2 0 R CULVERT - � : - -j .- --' . 11 I . . I . � t F T A CH : � . � I LINE I _ _ . : --' -,--' ' -, - ., - . -, --- 1-' ., . ...''... I .' . � : : : . I . . . I 8.5 FEET SOUTH OF SOi�TIi RAIL 80.73 - -.: . . _-•-_ . _ . . . . , FEET WEST .OF 'MILE P05T 95, 11'5.5 FEET - . . , : : , : -. _ . . . . WEST OF ROCHESTER' A °ENUE; 54 ' FEET I . . . _ _ - : . r FRO ► I - -_ _ _ _ I . , FLE -- - - . NORTH OF PAVEMENT OF 8TH- ST - - _._ _ _ ___- . _... __ ___ _ _. . __. _ . . . . / . : 2 FEET B LOW TRAC S. ' , ND _ I . -.. ....:.. .. _ :. __. : I _ _ ..... ... __. ._- _ .. _ _ .. .__. _.._.. .. 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O. 13 OST. ---- --- -- -- - - -- -- I C /V /lB.59 `L B� P _ _ _ � _ � 1111_ � .. � _ 1111�__ _� _ _ _ _ 1110 I . ___�_ 1111_ _1111 __ _ . __� � � ____�_ ___-�_�__.,_ � � _ � �_ _._� _ _ _ _. __. __ _ _._. _ _ _ -- _ _ to : - . - -. . -- . - - - -- - - _ III) , /50 U . . . . , , M . q . . : __ _. _ . - -. : � � �_ � 1111 1111 Y . eA ' q M i (d- � BLIP . . n� • . , - . �F t!. . � . . . . . . : •� CY}i, 9T : , \ : „ . . . . _ . _ . � . - _ - __ _ - _ - . F _ ._ _: __ . . - _ - __ _ _ - - - ._ -- . . _ N \ . . . . . B - _ . CDNST. !/.9. ✓ LF a C�/VST. : P:5' LF 42 f'CF' -/ D/1/ST. G�Gs 1�' �¢- r� = o 4" - : - f'�/�' I/ lQ. /Ol�l) : i iC ST. 2 5 56 1 f 5 �4'l' (7 loOO) , -.-. . , . ..Rl'P �O-/✓00 Pl/BC/C PURL/C . . + , . PUBL/C , . . . . . : . . ,� . i♦ t� � . . . __ - . _ - - -L'IN . A'1BL lG , , � - - : : - I . � , . . . . - - . . . . # : . : : . . . . : : . . . . . : . . ' : - . . : . - CDIiT97 _3 �l IF 5v : . : : . : . , . . . . . . . _ _ : __ _. - : _._ _- __ __ _ ._ - __ __ _ _: _: _ . _ - ...... . - - - - _ . . , . . . . . . . . !i iI . . . , . - . _ .. . -_. - . _ _ - -._ .. { _ . . P DFlL E . . . - . - . _ . . -- - -- - _ - -_- _ _ .._ , -_ - . . . _ . . _ . - _ . 1 ; 111 . : } _ 1. - . - . . , . . . . . w _ f/ORIZ / �O . : _ _ _ _ - - _ __ _ _ _ _ -- . - __ . • _ _ __ _ . . . . . . _ . . . . . . _ __ _ _ 1111-- ---1111___ 1111._ -_ _ - __ __ __ __. __ _ _ _ _ __ ___ 1111__-- _ _ . _ ___ __ ___ __ - --.---�__-__ _. _ _. _ _---- _______�--�_-__-_ _ _ __ .-_- _______________� ______.______ _. ___.__ ___�_________-1111 - ___-1111_,_-_ ____-__-_-�- _. _ �___ ._ _ 1111 ___ _---__ __: _ __ _ _. _ __ __.�__ . _ 28 29 30 31 32 33 34 35 36 37 1 2 . �I, ri � Nti 11 ` I �, �, � i �� . CONSTRUCT/ON NOTES °' _ I yH \ - �/ _ - s i. s ,; 11 ,� /7G�5G• ST >>E` CB �: �1 ., ..�"" - "I 01 % ( CONST. S4 RCP (0-10.10 PER P�POF/LE) 9/ 75 _ , i. ,,' -O/5/. L/NE B /' P/PE ENO N a Glo ' W=4; V=GBP' /7G f 6G.S8 3T. STA. C.B. 71 75 G3 CONST. ¢p" RCP (D-10.10 PE,I PAF- -) = Z� 7?.G9 P/PE ENO � ' W=70 ' V_ 50' CONS P4" RCP ( -LOAD E PRD L ) T D PR f'/ E .. I 11 - , ; ' �. G7 lo/VST. /6" RCP. 6O-LOAO PE,p PAF/[E) Ir IN © 9110(22?B�7 If/ G7 .NL P f 03. or" EC (D- CONST. C,,4rl'/,o' BAS/N NO. / PE.P C/TY S TC° NO. .37J2. k _ =4f04.O17 - w 2,4M ,CO it A�Ar A" w 9/ \ NN I w G/NE 77 75 CONST. LOCAL OEPRFSS/ON PL=R C/TY STC. ND. S/d. '!5 - k- � /Z" /'YC W4TE-/P 8 - \ - .----\ „B-/ " 1 51 Q Z_000.47 B C 5- CbNST' �hL4AWOL E A"PEEP C/TY STD. NO. 5/O. I% d' I � v Q Q W � J 37-103.24 i' /NT I FH ' �► (78 _ CONST. If4,VY&E a,B'• PER C/TY 3T0. NO- S// �- N - , - =/*00.00 1/NE 'B" W z © I, � r � W 1' 40 L W V h m1 . � k k A=45.52,'rB=2¢" FN : 6G b' , � �' 0=5¢'� L =.6. a3 ' _ 101 -w - - (q 1 ,,AA '11, . :x /P' 32' � 32' /P' - 43 �( 1 % a J D ; , %i �V Q, A \ ', . O- CONST MANNALE d PFiP C/TY STD• NO. 5// A�IOD/F/EIJ PER (l t� �' �`v \� .. 11 rf . DETA/L ON SHEET 3 . 0 0 � V q - , � Z +I,� `V Z "A 79 CO ST ' M I � Q %� 4� V ,+ �,a5 - , `` C p V.4TE� // JUNCT/ON STRUCTURE A PER C/Tf' STD. 508. V . �%< Oc o R,Q y ,, o /!�¢4°49'S3''r� ,�,�.40 �l! t - f, �b N� IR O \ F �1 � � � V� Fh _ - �: v �Z �l u3�i4 . \ sc:L 7?.e4 E-c - G3 DR . - 913 - �/ 6/ % . GG �- - J# V - - - - - - - - - -- '- 1 . 63 NOD* /O/ 07~ B "I - - - --- --- - - - -- ------- - - --------- - -- -4 � - -- -- - I - • - _ _ 14,% _ _...._._._....-.-- _ _ �5 f/`1940 hY_/"AD NE �?/4" -tB-9D q - (( \ I _ -- -- - _�_� .. _�-` - - - _ I/ /I EL/1011//Y.4TEO L/N DED L/ Z __ ___ _ ___ . L /NECITY I 6/ 6! A A DESCRIPTION OF REVISION DATE APPROVED : , N �, ", ,� _ . r x 8OS TON PL A CE N �. % V_ CITY OF RANCHO CUCAMONGA � � � � o z o �� L/N� "A-l '� e Q Z Z M s' +• +, 7 3 W , W � Q �'h K. h % e % % 429 9E 6'2 � h � �; ,Q V � o � � p% k N STORM PLAN cil ~ 91 W� � " v ? _ , ham 4X�;�c' K �� �i , I I Q Z MP.M. M RAIN � _ , . k It . . o W � �Q h�.o ;'' g ;� Npo • v L E ` A y ti . � ' 'v 1, Uk t4 w, it2 . tiN tj I a' I, , v � IN u - 'w � � �» O �- %_ % n r M,,h N „ 'b g h a �. o W FROM 28+00.00 TO 37150.00 Q►NO �' � g � � °�W t �m �; 0 0 bom v n .�, o a % OfEss .INE n6 11 N W N U J o N �� vu v:1% v D b� r x b o p o x M Q A �0� (r� W v Q ti s � W' �, h - a b � % ''. - �Qtc� �P�CE kU '�!� APPROVED y p % . ♦ N N 1 a1 11 (� 11 � n %pg►� •p '' Q 4�� 0) h M '� ii �; Z� CITY ENGINEER '� RCE. NO. 2397 y A 4' b•( 7B 7 97 � C r- . DESIGN RECOMMENDED N %QO% CURVE DATA °C ft * o�o * WILLIAMSON�SCHMID D o O ,a,t MLLW"rc,9,c o.oM,wPo,�L WOPM�nm..pu,..,. S H E E T 79 R L T , © A 45°00'00" 45.00' 35.34' /d•G4' SCALE: 111 = 401 �r�lF CIVIL �`' DRAWN /8 of 32 16 4s'a0'ca" 45:00' 3134' /e•c4' Of CAt1�Q� CHECKED DRAWING N�Oj. /� C 45100.00" 45.00' 35.34' /d 64' DATE -" Z- FILE NO ` J / _1� 1 82207.2 B_EN'_CH_MARK: ,---------- .................... ...................- ..................... 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N : I . : . an 1 �O 0/VST, 274.67 L.F �8")r CR !80 -/sOo). t I : � I . � � I : . . _ I : - 3 R,�POF/l_E SCALES i . L ` . []l I � i - 1 M \ j . : . . CJ I.../ - . ,H2OA-1M /ter- . # . . . . (PUBLIC ) Al i _ < _ PROf/LE SCALES >;PU C� ter: . - , PROF�L E . - : . . : " . ., f10,'P Z s c . -L INE C , . , : u Iq / 4 R r I f�0 IZ / 4D J .4 f0 C'P . __ _ __ - . ! _ .?FLOC' T 6O 8 ___IDro 11 . .__ - .11- VERTI- I 11 . In= 4 : : : ' - : . - - 30 . . , ; , I .- -" - . I . , 1__-___ ___.... _1- .l_,._._____,__,_______ NOTE : -- - 77 10 ` ' • -� l I 1 12 13 14 15 16 17 18 CONTRACTOR MUST VERIFY � �•. �- t, N EXISTING GRADES PRIOR 14 �k � �l- n N TO BEGINNING CONSTRUCT/ON I M 0 �'` I is k% k b o � - 7a � '� CONSTRUCTION NO TEs-. r h V �' h u G3 T 81 \v, W A%N O\ o; h 77 _ 0 W b I• 10 - v � v% ` i1i \ ��'.v i\. �' ." '% % A � �� \ G2 Z'ONST 4d" �?CP rD-GOAD PFR PROFlL E). , O �}1, Ie� • i ( MNST. 4P" RCP m-LOAO RmAP ORO,/LE). It �. �, I T Q I % h K,I "- x % �� 11 a O h 4 ` b � ? O 0-- CONST 3G" RC'P (O-LGWO PE'R PR17FlLE). a M b.� _� J (a!v GI�NST 2¢ RC• (O LOAO R`'P PRt�FLE,). t , �9 EX/ST. GO' RCP 84 85 i'lV It K �! --------------- - � -.-.._-_- N r sv v ?k k O ? I I 6 67 CONST. /B" RCP. (D-LOrI/� PER PROF/LE� N 02'0.5''4/""W � --- \ v .�O tel In N W10 ^�i�� - =_ �-� 11 W Z �"o o 3 ` '6u '� I I 72 CD/VST. CfIT!'H BA3/N NO. 5 PL`�P L�4CFCD sm.No. z-0la4 - - _ V V < 0 � '`.j�q `�Q ti M � Q I (ONE-GRATE"). � \ � 14 Q D � t,"K 0 � ki V \ C,2 0 k /t"PvC Wi4TER � % \ . p l� o �� 73 CDNST CATCf/,r�4S//Y N0• SA PER [ACFCD STO. IVO 2-Ol9f Q n O O .�. c� W�/ THREE GRATES. h �i - --- w ") O \ . ��h �, % p li t1•it irlV] n 3 /I 1 (n Ct h& ,, . FH Y "' i. fH * OO -N w 3 h u FN w � \ rZI V Q ub N "' // (�)_ C?�NST. MANHOLE „A" R"iP C/TY STD. NO. 5'/O. % h Q Tvv N.---, )GO (v0 I 78 CONST MANHOLE '$" PZA'C/TY STD, NO. 5!/. ii!OI'OS 4/'w B N 61 % \ \ t� . H h i\�V C .66 73 Ql\� N 'A k � �' K �� \ _ , 8( CONST. JUNCTION _nMZ1C rZ1R " A10. 4 PER L.4CFeA0 3T0. M l_ 7\ i _ ,... - -_____ -_- -__._-_.__ ---'- ' fi� '4 � ���� .._ -_ -- o - -- - - \ TO 711EC/TYo1- ,P,�' 8 - O S / k PLUG. AC N0. - -/ 3 . h 8 °0 b �!ti 7Z N - N �4 N O 32 /O Al -� - r G7 (o0 G C N T BRC f IYIOrPTAR t\ IE C -�, N 0. kv %� �' h .- �0 9°O9'rJS'E D.3/' r-. 7-t Nt 84 RE/YIOVE EX/ST, GO" RCP. POQJ'1aN.f,V ,oE ,?ELOCd 7E0 11 Q 0\ �"lq (IPR/VA 76) 3 \ 85 RE,l�/DYE E/5;r. C/1/P /NL E7 \ (o bZ %_ . WQ ,�% Q� % i� 41, . 1 W _ (00 CONST. 60'I RCP (D-LOAD PER PROF/LE) . % , \ L�NE N^ w INE II I/ V b ti e u 1 `� 6 O E S NG PLUG p - v �, a Q 90 REM !/E X/ rk 4 W G7 ,V44o2�'So 2",L=9.19 ' V 1^ U t N K V I V vi t � ___ 11 10 �kj . � !V � t0`` v Q �PEV/SFO L/NE G -3, Oit/S/TE CU�PBS s`'OI�YY, i7-7_ �o s -i f K N O O - N Q . O s #4N. 1 M1 1 O q� v N Q .?Ev/SED L/Nh "L'-/" /?-t7-d9 O - CK) D Z�s VID REv1sE0 LOC4T/ONOF�y1.L. L� F/a"S7d 9�iGl.20)8/1,0(0/./7 /-2 DESCRIPTION OF REVISION DATE Ql u ��_._ �` .� � M \ h C4 APPROVED 9 1 %4 \�� -- 'R ()-4 ,,t- CITY OF RANCHO CUCAIHONGA STORM DRAIN PLAN P.M. 11891 - !� LINE "C" SCALE : I"= 40' FROM 10+00.00 TO 17+ 98.74 1 OTESS/1 t LINES " C- I , 2 , 3, 0 9" - •moo �cIE ift/ 411 �0- APPROVED BY: DATE: lf ! yy 3� CITY ENGINEER RC.E N0. 22397 C UR VE DA TA ig z DESIGN _-_ _ RECOMMEND D Q R L T * PP. G 30 _*o I* MNM &g��DC�4 ' 2 7' `j 1 r�� �! DRAWN ne s.w l ter» .ire a.ownwo,r nn SHEET A .32 i/' o ," 1.5c.Co' 84.2a 43. . ,,: 11.11 -1 8 .30`.37'-- 5 " 200.00' /Oaasa/ ' S•¢760' Of CAft-19 /_WF/� 21 2' OF G 0 4�,5/� /7" 3G17.A'�' 25.42• /2.72' CHECKED DRAWING N0. R.C.E. NO�G� / 2 ���D - MHM D TE �-/Z - /089 FILE NO /.J . 82207. 2 BENCH MARK: - _... .oa' -- __ -"�T.� - �a CITY O F R fi i - -- a � : ' 00 ,� . . , , . . : . _ YAM= 72 fPs - : = _ zoo • 4 � : - �P G. 3. �ioo 4.37 FPS ✓/oo s S.6d FPS ✓od 7.26 FPS - Qiva eL'CPS arr 1!.- L7� Qiov sf,! - 'Q - - - - 8 M f t9�k ill . FS 3 �' v• l'fs 9 h < - o- . 1 < _ _ AT . , . _ _ . _ _ .. _ - _ , .. . t SET BRASS DISK TOP PF E END OF IcPS Y P $ 1/io / 47l�3 1✓/0 =3 G01= S Veo F,-,r "P 0 I/�`3? Q,av�3.7C•<3' �0 90UTH END WALL OF TWIN 2i FOOT ARCH . _ $ s 5¢0' C S ti v # h A ,:�j{jj .y fir: , /•�y CULVERt, 8.5 FEET - SOUTH Ofd SOUTH RAIL, - t- r,� c ot�iY r� so :__ _ ,CPS / 7 ,.- 9 604/ � � : : . � _ � : . Von � !+� 90.75 FEET WEST OF MILEPOST 95, 115.5 . F • : _ - _ � h _ _ _ -. _. _ i _ _ . R - � , FEET WEST OF ROCHESTER AVfrNUE, 54 FEET • , . I - . _. ; . - Xl R !1N 5 ti , REE D . -�"� . . ST. G O D ..� . : -_ _ _ _ , ,_ _ _-- V . y y 8tH j ; �f C . ORTH OF PAVEM NT OF ST T AN N E FEET FLOW R S 2 B T A K O ��� y - - . - 4 ___ _ : LL. \ t t- . _ - . , - ; P/f'Of'�9EO f S DI�E.t' : �. _ _ 1 �_� _. _ . "_ ._ _ _ _ . : . . ifo/� .6.10. . : * , . • , - . . I1 . I ti �, - , , a o i\ �' - _ . : : , \ i . A _ N F. & : . /� { 3 V - - - - - - - _. _ - - � Q: p OF ,5�0. : � � 30 ti Fs oit• - _ . , $ - - - . . . . . . . , 1 ♦ . a _ , * , , . - - , , - . . �t' fo 01 . , , : b: ffG �- y A G Dr _ H . . �p \ ti . - - 11 11r4 - : � � \ \ , , : o . cp . _ , _ - - _ _ - _ _ -- o ti . N A , . : i M i . r , . , . I . H - , . . . . . , . i . . . . , , - • , , . . _ _ _ _ _ - : , , < , _ . , . . , . , . . -- -_. . _ - - _ ___ _. _ . . : _ . , . . , . , . , . . %� < �oo�c : k s . 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N t eO 1500) a, .II 4 O b• \ �Pl'P 5017 1 / , _ f (PURL CJk.%!� _ : \ . . III : . . . J , q u (PRIVATE) _ -_ _ , , . , : ¢.,NPCP O- /SOE'� �, ; ; : . . , \ "� : . : - � . - : : I 4, L c�N.ST. ' + J �'' . 1 C 5 3 < _ I ., - _ _ __ . _._ / (PRIVATE) : : : : . : ti i _ o00 r LF G4 PrP - v _ . LD 2 W _: S ,�' l' /7 /Y.4 tB 7 L { - • _ _ _ __ ;� � tl� , . . , ( UBG I ) _ 00 �o � sa XC8y 0NST. /71P. 60 L F' !00" CP : CIOIV57 0001 F iCD/YST XSO-21? �F �O"c'� �;iPC�'' = i (PR/PATE) P C 4 RCP (D�1500) iiPU6L/C} ro -. : : : : C� S 2E�P LF $ _ : _* : . I _ BG/C) - L INt ~ : 7 (O - /SOD ) 'RCP �D-/400) !�- /400 ,� /8"elf �O-2 : 1 : . (PU I � _ . . . , _ revelf c . . : : {pre 1 c (PueGi ) PROF'IL F' i . . (PR VArE) • . - 4 • - • ft No . - . - - - __ � : • _ _ _ _ . __ -_ __ - _ I : I . I � , .. . : : . I � . . � . . . - : � _ . : � � . : . . . ,: .., : . . . . � I I ' Ar - `C ie " � : . . � , i � : . . I C 51 1 : I . � I. . . . : ., . '. -, . I . �" : ,: : . : : L INE �. 4 } L IIF ': I : . 1: � . .� . . -L 11VES 11 ' � I : : . I t a , �'R T : 23 22 e"5 21 20 19 18 17 1 2 3 4 7/ V- h 71 75 7 x � � I % o ( -14 - ��• . '3' co • a 7' CONSTRUCT/ON NOTES b 0 N K, � 75 O •� � � h 7 o p h i p V �� F: h �h K.10 V . � . > If tv 17 �¢a-- G10N•3� 3G' RL"P �D-LAAD Pe'R APO�"/LE). h k h h 77 � � h 3 O1► J ,0 I 1t h ,a p7NST. 30 R!^P�D-LOAD PLC•P P1Pt9F/LES. V l9 \1 Q ry o �' h a Q .��, '�1 0 O-CONST. 24" RCP(D-COAG f'ER PROF/LE�• ti .p ,am..,._ I n�v �A� r l�1 h 0 a� � SEE 6RA D/NO PLA NS 67 CONST• /6" RCP• (O-COAD AFR P4OFIL.E) r Ai 0 I h 3 n �► ,� .,51-4 T-C,I&FOR S. D. CONS7:• J „q - V- /� V 4 1" `ftl� � -, ,- _% 71 CONST• ovre l B,9q_gw NO• / PER CITY STo. NO. sae. I 3 p, * ^1 �i 1/� ii � " �p�0 rQ z 3 A!9_3.d3 Ohl I "�' h sFE p��LE C �.. ..; a o O h f W p �l<1 Thy L//VE a° 1. N - ti � /o. 23 j ii _v. /0 X 3 II 3 k � ? Z k 75 CONST LOCAL G1EPiPE'SS/O/V PEEP C/TY STO• NO• .5/g ti f70 > N� I Ez k_ J '� 77 CONST. MB/yNOLE 'i9" PE7P C/TY STD• NO. S/4. FH . fs,, G R/VAT�� N f'o d• N 22f 78.40 E-0 _ a I- v 6 _ .�_ ` '_ v► 'S� I -94!5"-.07 Fc �/ERSE Y - c ♦ /�z¢. �3,B� LINE E 6 �N �b _ GO �` D �V 45•ic'4o,,w -� p - G _ C , � V F c� h �L. VD. �p 5________ G6 N¢5•/G'4D'M' 53.03' ~ Lu aq `� 0 I a INE C 8 g -S Q �W G a-- CONST. GO" i?l'P ,1D-LOAD PERP AWW"L 6•� _ov_ G6 - wj' (G3 __ CONST. 42" RCP (D-ZO,4D PER PROF/LE). N45-144,43 ,,e-"E 39.OU' j N IN L, h ti L lNE - -- --_-__ A W NS3 Pd GG'E 14G.50' E BO CONST. ./UNCI/O.V STRUCTURE B PER C/TYSTD. 509. - 67 66 1 - FH D - I lx 1, I - ►NE, , , o G7 I I (05 Le ., . . n _ ♦y r, -(,OR I VATS) K b I L INE ~ a II Q DESCRIPTION OF REVISION DATE APPROVED CITY r It c $j 4 h i �' r k 'T ►u �o � ,� '�r � i� I I I, Q N W Q � . b is -16 � ITY OF RANCHO � - C CUCAII!lONGA t. \ �Nhzt b \9 I, b . �I ' �, i ti14 � 1 0 Q � �o % s o k �= �� ° f� W ;�2� V z� -k W ,1h W -) ° `, •• STORM DRAIN PLAN 1 • �. h o 1� _ a w O t, a M 4 h h h \ v t; V � ti % a o", K p a 't 1,r - - l l �, V M h•r � 0-1 wt v W U ..i P.M. 11 891 bi x 11 Q z w . -, >, LINE >„C b W2 � ti w .a � Q p � � v c>7 N -, Ir 1 0 n o % h v b d' K o ti- co h �, o� N �, .� h % *%. il \o Co o �h�� k ,,\ o s Z FROM 17+98.74 TO 22+82.38 oh ^ V tl ^ VQ• ^ V �v�� �v� ° Q nfESS/ N a N N 1 h Ik J CURVE DA TA oQQ E -so - 41516 LINES C- 4,5,6,8 LINE D 71 11 � 75 77 - - .li yr, APPROVED BY. DATE. A a7'0 '55/ .30" 4.5.od G9.O&o 4.3.4-0' f � 75 33366 z CITY ENGINEER RGE NO. 2297 80 71 B 02` 59" /2" 1405.00' 73.24' 3a.G3' ,f" � � DESIGN RECOMMENDED C 90,0 00 / 00 I/ 22.50 .3_r..so 22•SO' 9 Ev.6 3D/9D * MNM fj • D. D 915cFw� osay .os zs s � ,. ,,.. .,, .. ., ,�... . , O -:?8 , 14 4 4r 27 58 � C l v`,, �I DRAWN ,m•r..n[w rc..n..•o,.awo,rusaw.nm .,r,.,.s►iae SHEET E 4/ 55' 02" 4.50,0' 32.9z' /7.2¢' �jEOF CIt11�04� LwF/ � 22 OF F' Q¢Iv 4.3 ' J` ', �L5C27' //G.03 .`x,0.5' CHECKED / DRAWING N0. MHM R.C.E. N0 /33'7,0 v el . , G 77" 19' 51.. ?2•�' 3U.37' !�'00 D E -, - FILE NO 82207. 2 . --- _ --- __---T _..-- - - - -- BENCH MARK : �� - . - . . . . . . . . _ . . CITY OF RANCHt� U A11A N �. . . . . . - _. - G 0 GA Uoo 3 S_ : — f5 _40- . - . . . r . . . . . . . . . . _ _ _ . . - _ - _ . _ _ _ It 9 J V fP5 _ -: _. _..__ _- - : _ _ _ Pine-/ ¢: CF.S - - - -- - - _ _ '°� :��,5- RFs 80' W. M Rass_a R . bio' . z . .e-ix9L'- O 3.SS'F _ . : _ . 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'.fOZ. 4 �Xt i 411 I ti �� v III: e J . . �¢ CONSr. MR /NI ST /F, A&7;VIZS GIV 9HECT _V0.6- N, 11 I ,�0 \ L a 1: ` �` I % N� . — CONST. JUNCT/ON STPUCTURE' ,g ' PE,P CITY. STO. NO. 308 _ . f , @� / 11 0` '' " h / h b' . , - - / 0 A � r r � k. k O Q � 67 CONST ,eRCP (D-LOAD Ase PROF/LE) � 1111 z A L X64 m W W b, 80 CO�t/ST. ✓UNCT/ON STRUCTUiPE "B~PE�t'C/TY STD. NO. 509. / ,_ _� - 1 ,, ' \ ca. A/ {\ OQ . 41 '6� /\ 9/ CONNECT M EX/ST/�t/G CA,te,/ S1f>. r,v,gAV tT' o K ql 4 (\+� 4 k U PER Z.14-C.1-0.19. , -570. A10.it/O. 2- aZ2¢, / e I I 0 n1 - ` b, W K �— �� , s_ s I I 11, 11 LIA14f 49-2 01 5 ..1 I� 11 . -,� �� _l .je9°27'50 6 `� 6„PYC I✓ATER x , - I `° 9/ C Q` G • .,� , 14 a • i /"W I s •- - �. �: - — ..-......_.Ill _., Kd7'3 ---- - -- _ ... GS I r I / �l �0 I 1, I ,11 ' 1 � m &1 E-2 s - .. e " 4, /Z-T-90 0 I Q RODEO L/NE t Qy 14C "E"R.P . --. . 11 E///5f0 11 . , � r . OG .�O To K - - - fi , � a m /t i0,,90 (o 40.44) �?G 90 -� o 3_. . V — - 0 —_ _ �J7y�l Q ie h �is . V �% Q)11 ti / iPEY/SED✓.s 7YPE:4',w lYpE B'cp STA. J o•0o /2-B-B9 f-2- tr 1 , v 7 aV DESCRIPTION OF REVISION DATE iTY W V h�� ? It , APPROVED o ? to- -Ii� � � �� KW�a� CITY OF RANCHO CUCAMONGA a ` , L INE " E „ ,v % " % � vh 0 o w M% ** , " \3 1:4 V �. �,OR I VATE� It\� p h� %_ t N _ . v > % v o;% % o a N� 0 1 %%) o STORM DRAIN PLAN a : oe0v i �' � � %-Is P.M. 11 891 '* b, � %R QW N = LINES " E" 8� 11E_ I " i, v " 4 l- .• LINES " B - I 'll B - I " l "C -711 6) . W (9 Q �p 1�OfE SS�0 � N APPROVED BY: /� I DATE' `/ � �� CITY ENGINEER / RC.E N0 22397 CURVE ZWT/9 ,* . Ww v DESIGN RECOMMENDED R L T NOTE.- CONTRACTOR MUST IvERIFY EX/ST//VG � •" GRADES' PRIOR TO BEG/NNIA/G CONSTRUCT/ON. o ;a MyM �S`FM 0 DIA 6 So/90 . FUa+s wiw�rc •m o.ONTAM.rALWOM"n701 .fr+•)«►nM SHEET A PZ'DO DO" 2P.50' ,f.,co ' 91.37 {t. � _ * DRAWN , , . B 30•-5G'E3" ".W' ,?7,04 D' .38 Jay. rr IV iI �� L WF/� 23 OF � QC 3/°93',3/" 22.50' /1.39' G.3G' / \j�"c Or r iQ ' CHECKED DRAWING N0. / `rAL% 2 /) , - _ MHM -- R.C.E. NO 3� / 3 7_l/ DATE " -i Z- /98? FILE NO 82207.2 ._. ____ - - - - _. - - . - v - -1 _ : : --. T -. . . .. __ . . 3 p+ ¢. 6 fS SI9 r . : - - - Viol _vlyF s . . f/as- 5 -$iao fob C ov 3Q 4CFS : 4�=33 4 6S i/9 9 CFS l6-l 3 l' y FP viov- .a=3.Ko FPS Vi w,c,m fP5 { sT.9, 3 CF.3 . : l : : , �X. GZDU�� :� dP $.D i __. 70¢ ` U ae - I . ass=?.99fPS t : : : -. 9�FPS _ . ,r44, , , o:s- V -D.�3 PS ik. __ . d L'F FS.!R715 V - 1. _ , . ; PS //24 FPS U _ i iti _- . -- NTv 5.Ot - : �% ' : : . C ,_ 4 , . i . _ • }� - ----�_ o : : V - f4 oF9 oI'll `�' . c �F IR, I If f .S. U. : . o . . I I 1 _ " -_ _ __ v __. - rj� < . . . . _ . : . . . . . . ! I - . ,� - . 11 . . . : . , ti� . , , TI � r o o _ . ___--___ . __... -____ _______ I _ __ ___ 0 1 }fi60 I . . . --=� ff0 If20 420 030 I $ 140 NCL _� S= d.p : S� x . ii 1 t : 17 '] _s_.� ,,; . A41L . . ; � (.', � i . . : . l . 11 1,t ear 17 f . • : I - s- d-,4 f o �� : � (i : : _ , 3 : : . _ : I 4 �o. f ' 1 � i wil� . , . 7 . 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SOLF RO/YST. .OLF "R.C�/ D-iSA�� � 42 C>-/boo PR/VAT �" c /v . 7,H 57 L:� / {� ? } "RCP 30 E! ( CGW d"RCP D- � /d"RCP PRI Vi4TE) PRt VATS < , .ST !!. !t .. - PDQ/Y.9T� (�-? � f Ca,4csr 8L. (PR/NATE) . : V ( (PR ATE) 30"�C'P IB iP C'P. . / E /V 4 i _� __.._ 1111. ._........ __1111_ __ __-._-........ __.. _..._...._.. .. 1111_. __-_.__. . .-_. 1111. _.. - ; t .. .. 111`1. . .. .1111:. _ -_._._ _.._._�... _ ........_._ ..... -_.. __.. 1111.._. .' __. .. ... 1111. _-_.- -- - .. 1111_. . » .._ ... _. .. ... __ _ _._ 1111..._i ..._-. __. _. - .. < . 7/7 . - - - r __ - -... ... _..._ ..a. _1111... . - _ % - - _ 11 r . - . , - , r ... ... ». _ -. � ». ..._ ,1111. .. ..,.. :. .. ... -111:1 ... ...y -,. � 0 1 - __ _ . _. . ... _ _ . .. _ .. __.. 1111. . _ _ _ 11.11. _ - i } I i I N u I . I 11 it ft h, s . LINA A`/2 L1/tIE Q-�I, ' ` _ _ _ - � L f1 f _ - . L/ltlF �4 LINE �4 I LINE Q - - /VA TF I I M-4 BENCH MARK. . . ; . I _. L/NE HQ- Lllvr A f /V LINE Q �� i L NE 6 " �` , - 1 ) . CITY OF RANCHO }CUCAMONGA - . . - B.M. 119 A . _ , 1. . - . . • _ . . - . . . SET BRASS DISK TDP OF EA TEND OF SOUTH . : } _1.111: ._ : 1. . . : END WALL OF TWIN Z FOOT ARCH CULVERT � _ _ . . , 6.5 FEET SOUTH% 0'F SOUTH RAIL, 90.75 . , - - . "� , ,. ,. I- - _ , i , _ � : _ _ _. . _ .. . i FEET WEST OF MILE POST 95, 115.'0 FEET . . . . i . : , WEST OF ROCHESTER AVEAIUE 54 - ' . J , FEET - % _ _' _ - . . : - . { . NORTH OF q PAVEMENT OF STH ST., �'ROF/L E : : : '- -- ._ . ___ ` I : AND 2 FEET BELOW TRACKS. : ; $ : � t % , - . u I - HOR/Z• / ELEV. - + 19.693 { _ # _ _ _ __ - } I - . . . . r . 4 ; { , . f , . 1. % . . . } } I/FRT 4 , . , 1 . _ ____ _. - . __ __. _. __ . _. ____ _, _ 1111__.- -. ____111-_- _____________ . _ _ _ ,_ 1--_,' ',- _ ___ , -. - ; 7 6 5 4 3 2 1 s -,.z , �7 ARROW ROU TE I , - I .11 - - - v �� % ..:� - - i ?= �� - �- - e3 � as ob- ol o - ' ' CONSTRUCTION NO TES C.B. 7t ?5 a J7 wr7./ va 35, 11-- '� f I m , ll O- CONST. /2" RC'P (O-GOAD PER PROF/GE) 1-1 - _ 7i CONST CATCr�/BAS/N ND. / PER C/TY STD. NO. .50P. -• 75 - CONST• LOCAL DEPRESSION PER C/TY STD• MO. 518. 8"Rye' W4-n P 7G CONST. UNDER SlDEfyr4Llr DRAIN PE-iP C/Tr STD• NO. S07 Jtt•0 C 6"�i'c w.4TFR N89'27'50"C P7.5',39' .__--- . --- ---- --- -__-,______.__.__ ' � CONST• MANHOLE 'A" PER CITY STp. NO. 5/D. •4� - - - w �/"R/VA TE.) t'o8 - , 0 3 03 W Q _ K � I 11 .. `t. - -- - I i _ -- h x I i - R , ; - h s % _ C Q ... r I • V I- .. ,. { �._ I 11 �' 1 , F PC / _w"- �. � : L . � " G8 a . � , I 11 1, { _. 4 � i o . t�, I � � _. . _. I -1 - iU.a v 3 BL DG .: " r 11 I F� i O .t I � "I ''I'll 1� � Ill � ti .. 11 - I-'I - , irl - I I � " . I i � ; "- , . I ,� __,.____ I r I I 0 1 -k . I I __ � I .-I I '__ , ., - 11 I , %, �t.,:_1 I .. 11 :Z� ,I'---- ` - I � 11 � v x , N 11 I �� 'i I }. ,. `, t v I e d - � CITY y E. DESCRIPTION OF REVISION DATE CUR V-1 AE DATA AP RovEo =1 ,. n I , I- I I x CITY OF RANCHO CUCAMONGA Q R L. T - , r;. I A ¢¢" 59 ' &O" 22.50' /7. (07' 913?_' w, , u . Tr° 8 901100 , 00" ¢5.00' 70.x' ¢5.00' /t�a.����' STORM DRAIN PLAN /t3G.a3l fC ENO MXIVS. C 54° ¢8' , 22.50' 2 .53' I.�T r � 1. /*1788 o- C•a.- P.M. 11891 - ,q /*/5.96 BEG11 . T,PANS. ; NIrs•.ptro170r 1,400.00 t a�R LINE " F " , LINES O A - 4,5,6,7,8,9, 10, II , 12 &13" /B 96 1 5/GEW,4ZK DCPA/N 1(o L =/g�6; w=3' I H=4"(7 CYiRe Fi4Y'E , i Oaf SSJO� APPROVED BY: DATE: �✓�CUPB FACE=4.24 ��t0 J�,�t,E wu,q��f,� CITY ENGINEER _ RCE. 22397 1 % rt ,1 , t DESIGN �A� RECOMMENDED a O" "yAf Y Y1. LUAMSUN�SCE M �.,, D A t - _ _ _ od # Ivi S MLLWEN AVE..STE-G•(MTARIO,CALWORMA l77c • f7N)W7W - 7_j ♦ DRAWN _ SHEET 4 # - - J __ _ __ _ LwFf� APi1101Tn Bf EffW-s - 24 3� OF CIVIC ' CHECKED DRAWING N0. I Of C�11��@ iNfVM _ --- R.C.E. NO-( 2 DATE 4 - - FILE NO - J - - '611.41AIZIA ' FENI'E NOTE: ERECT l.�.4//Yl/N/r FE�t/!E fs*`.P.StEC'T/ON POS G OF T�YF ,97X'JYDA.� SPFl/FlIIC'T/O�/S f,I'L'EPT A9 �DILDIY.g A. LISW MATelP/.4V5 AMY,BE/NrxfrzwvTED gewlo2v AJ,4rel WZS Ate'/NACIEPTABLE eVA10/T/01VS, (£.G, To/fW OR srezTl%/ F.rm/, /5 NOr feee, o5Be). id. 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J RETENTION BA 11/0 ARROW RTE •1161.5 Ctyit D W'KeO DET,4/Ld'Tn ,S/S/EF ?a'OP.Jt 'p'� DRAWING NO, . APPROVED 8Y: * OF ~- CI ELEV. 1119.693 33366 6/ O/gyp oATEGl7 DESCRIPTION OF REVISIONS DATE gPPR CITY ENGINEER RCE 397 82207,E