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HomeMy WebLinkAbout1049-D»f i I:. 1 y ■ r i l i 1 f f f 1 C SEE SNerrET LS ,-1 la" W�J�ER `�• ,fir CO�C/Si/�UCT/O�t/ D6y.4/G.�•, 58' S8' CONST. 4 •�rf/K. A.C. $WAGE V, v v ' W Q It ✓`.'D. P/PE WRAl PA T4 Q R L T Q 60°36'd 45.00' 45°3/',50" Y? 50' /7.99" 9.W • mV,.'IUl ( t 11111 1 m �(0 0G Ifl 40' X40. ^` �a`e►�� �' W U 1.43 89°59oa"E L/NE S Zf P j l� M v� q N3 h O� 73.32 �t�o .oiP�� rc+ �3 �L g� j 1070.31 Ac. WC.r /070. ��. 9d �L 9. / 4 n p, /B • Be ins ff 8 arm � G gOpG!•+�a I � �'y , � � � � Y r, Q M 6 9� , } v r '\`'J n ' �� v( u �C } Q� APZ z 3% Al Q Vll y ? o.44so 0 c. ions \ 3�� � MIlk Y a • �r�l E4eiY, A=1000, 30 FUTURE R W / tall. - �8✓1 q/' (•1 � � ? - b "FUTURE �'. 4 ', y _ 7 V ,. _ _� _ 5� `. �• � �_ r-- _ _ _ �-� _ ��� ,c �tY y 2s � � � b' , � r'�sTEEL «1 5� �� Ot7.7/a.��: Zs• 4l /`t u fT• (. •!- \ M M OtD5.2 SEG P/V6 k \ 4 g Q5 S' 3 N 99� 2T 4'w i / s _ /All n ��• Z� EX/ST. ZD `/� C. P N f EX/ST. /R>' 88'R I �. v�_ �`� OF EUCALY T2E6S • 7B.f� =x - � - x = x TO e RROTECTEO �P� �l0(`P CQ, �O U� `O���t I 1p�P`•yi h t� 7 i7/TURE R/GY :1 n FUTURE R/w k� . 3 k STA: //f 59 ZZ -5D $C.��� J Q v (W o° o V, 5 p Z� o /O.SS. 3 2 M. N. N o h 0. 0 W V V N , �o (• Vt h J 'u v a n� 3 N �. 72 q o �+ 11 o W. N O 'i. C► n m .4 N N 5 t Ot ti� k, ro 12 6 (G�\ �� n %�' 1 i` Q [ 3 1` y w Q 0 �,tLtj Vj CONsr. 4"ram. o W p b y 0 p `� FUTURE 114' RCP i I q► h 1 AG. SlVAL6 1. o�phk Vr n? 3 I. 0 y Wall lhickr�e■ss 7 vw \ 30, �II M Ilk \�u ty 3G >, 4 of Rca = a Sao i1'- °° ` CONST. 114-R CP l/350 D% DRY Z2 N ���uu \\J / /4�Zo.o ro Z /aft .4 ro / I . I �� _ ... .. _ (Sr. sTA•f , � � CONSrRUC TION A/0 TEs 'vorTOP Sides 1 J f - - -- - /2"ForBoifom • • ;,. /O AJ/. 44 BEI %N //4 " .TLP �. 2 / „ ASSES'S'Meritl T D/ S TR/C T 82- / f?EAYl E' 3 . T/ AER BU E.9D ANO JO/N EX/3T. 9TFrZ'1CTURE J', I �t $ SZ CONS T. //4 R. C. R (900-0) „ DETAIL - 1053.75 3 �d N - xisr. c ° 3s coNsr..�� ,R.c.P (i�oo-,o) CITY OF RANCHO C UCAMONGA PRIVATE ENGINEERS NOTICE TO CONTRACTORS k �'0,t/gT. 3 QC. �a' @�Comqr 30 R.C.P. /250- 0 NOT TO$CALE The existence and location of an underground utilitypipes or structures KGrt7k/Ooa f1EAoE,e TOBE PROTECTED ( shown on this plan are obtained b a search of available records. To the /� r/S/ �' T Vi/ / [�A/ �/t/ RZAl r7 0- 0/t/ T. GY•4lER E.t/CASEMEtiT PER C.C. GV o, tS'TD..23 / PLAN AND P R 0 F I L E best of our knwledge there are no existing utilities except as shown on PER DeTaL sNT. 22 �Q 7 ,• / J /7 L. .7 ' 1r 58' Sg� these plans. The contractor is required to take due precautionary 37 ��NST. �8 RCP 2000-0) 6 TI1 ., 3'Tif'EET measures to protect the utilities shown and any other lines or structures ~ 's• O ---CONST A4 // 4*,t P6 -,e L.A-C. X. C. D• . STD. Z - 0/84• J D' not shown on these plans. C0A16) C„4rCf/ �5/ti •# 3 Re e C/Ty- STo. 5'U¢ Al STORM DRAIN All contractors and subcontractors performing work shown on or related • to these plans shall conduct their operations so that all employees are 3 _ 3a' - �' LG�'AG. 06P,�G55/O.V PE2 ll STo. 5-18, provided a safe place to work and the public is protected. All contractors 3 c L'Q,(/3T. C5-/" /it/G6T P -me z2arA/G e:�t/ ol-lr Al JB F/Q�/y% ST� �Q�fOO. QQ TO �%� 2�� 0000 TO BE DONG' BY C.C. H/O. and subcontractors shall comply with the "Occupational Safety and , , \ '`� - Health Regulation" of the U.S. Department of Labor, and with the State of ¢ �' •Zo 4 /? CO�t/8T. TE/t4MZ4,Zy AM00A/PY RY-�3 CG00I-ie • PCe California Department of Industrial Relations' "Construction Safety Orders." r 9t8�.p To /ZrB¢.v 4f7 QTS /3teo.o /. �N , p57,,414 al S,/Eesr Al ¢9. "' APPROVED BY DATE e STA•) sr. srA,� {.,_. _ The civil engineer -shall not be responsible in any, way for the contractors' -� I �k--A�3A�lOD�/_`CX/5T. 24"�f'•C./� Xk;olzFmovo /NTE2Fl�2/�t/Cs CITY EN GINEE R.CE NO 23889 and subcontractors' compliance with the "Occupational Safety and Health W �2 ZCId v,�ZIC_, y�,2T/D�t/ A5 ✓yDwN. DESIGN / �j /j/� RECO M ND Regulations" of the U.S. Department of Labor or with the State of a W L tHM�ON ���M/D 1'" ' 7e3 e -0X157: /6 C.ti>e!.4-W. STE"EG `Y`JTE"•P L/if/E California Department of industrial Relations Construction Safety Orders.' �L- / �, q. �!_ �� �GONST 3 R.G'• PA✓4r"OA/T O{/E2 4 I:eu3N� .444,40416 � R. � M Contractor further agrees that he shall assume sole and complete re- a 3 i, .. s - - / 7 762'Sst404RK gL Va sponsibility for job site conditions during the course of construction of G'ONS7 -- Q•�'•�'!I - � ,SA36, ' ��� DRAWN SHEET this project, includingsafety of all persons andproperty; that this re uirl �7 CoAlll RWWaoO N,FAD l2 (z"x 4" ������/ �U .9z%�4 Y p q ,eE50W000 H AOE�Q ,Qe�oLVGdO //GAOe�� O eaiV•ST B,10W-1 .ASSEA9/jGY A'E�P C. C:lT!0 5'TQ ment shall apply continuously and not be limited to normal working hours; .1 �� n 7 -Al �� •�•�/�//f �// �/��/^,/ / pe,2 oera,�- s+�r z2 r� CONST. 8" /1L. QIK9 PER CITY STIJ. 3l3 RR's' %/¢� �¢ -'�ZzZ, 2� OF -' and that the contractor shall defend, indemnify and hold the owner and PER PE- 5l (p / 7 (. i/G• C. lO� 1i 29 CO.rIST, 39 .QCP /oG�D -D APM0 /f/O 6 the engineer harmless from any and all liability, real or alleged, in connec- �. � " CHECKED //� ve Ay DRAWING NO ST.?UCTU,PE' B' .2E�2 C/TY S'Tl� 508, tion with the performance of work on this project, excepting for liability �/.T !3 • /p�- CoAlar• C.B. A`/ ReT C/>YStO SO2 W/YN LOCAL v.5p est/ON S S •�� O arising from the sole negligence of the owner or the engineer. ;oER C/TY 8T0. S/E� �%1T� `�-'3-/`9B2 F7L2 `. ✓N 80?57 w s w 'V4-5�V� l <srEEL PI -45 riC W GAS L /itJE V= 6./, Oa a 3l0•• A=iom3./0 Q h — N ♦ W Ex/ST. Cues 1a&rr,5Z Td RZLdTGGTEU /.V lVZ,4Cg- CONYTRUG'TION N0TE"S &re,�ONST //4'' R.C. P. 0900 -D-) 37 /Z.C.P. �ZA:h -DJ �-CONST. ILIA. * Z F6Z ,4 -A $Tp. Z - a/84 COAIC T C. S. P /AIL E T PER DETWL 511-5,57- NO - S8 ?2 �'O,VST. 3 nA.C. P.41/EMEA,/T O(/C2 4 "C.PUSf/� Alm-s.G�6C>QTE .G3A5E. /2 , CONST. TUt1CT/OA/ STRUCTURE 'r3 ' PES cir y srv. X08 0 0 c u/vE "s -4 • D/PE 4` Cl/,&f DATA 5EE A,ZoFlG E900 a W R = 40.00'' 06" v r = /4f/.56 p�. Oz 3ep" 4 111"f'f E _ P S" IPLAS r/C CCAS P/oE/ c-- - - - o - �N _ - 30 •`Y� G Efte 000M =2 Kill WE FUTURE R/lN �: V tt. v- G. E -GE✓. A'. /Oo3. /O � E•�/ST. �t/. 2/W 30' EX/ST. 9. R/W -' .70' I r ia' /z' s' 1444W.0 ro /GfG7.o ro Ir. 360 1-rA.1 f r 3TA. j REOIVDOO HEAOG'2 ,2EOlt/OCJO flEQ�v�'.2 T•f//.s CD.vsT. 3 '4.0.1144. `.<3 . 7-H67.- rYPICA G SEc 7-i0N Al. 7',S. ___-�YEdlF�1/Z l�/1QTft .�O/rVr 2'X 4"' .2aIYGVO y 'OOE.2 'off o t5 r,4,ee N. T.S. 7-1 - y ow ASSESSMENT O/STRIC 7 82 -/ CITY OF RANCHO CUCAMONGA PLAN AND PROFILE 6TH ,STREET STORM ORA/V FRON STA. 20100.00 rO 5'r,4. 9497100.00 APPROVED BY DATE ez CITY EN GINEE R.C.E NO 23889 DESIGN ✓.R. � . ^ 1 fYNow d 9C 7AW RECOMMENDED M. T/7782MYP4Ri8LYl DRAWN /RY/NE, 4441F 92 714. SHEET r� ? /?,T. lf/ 7/4 $'4 22Zz_OF / ✓ CHECKED lX�s r .CE. Al /"61 DRAWING NO. IJ 5.9.;JSi,S DA'T� ?-,x-/992 j/GEs N.?1 ()Ll 'l . aoxsr T i 5 34 3.f 3rii 37 38 39 40 4/ j UT e� I FIUTu,PE CURB GUrrER F URE CURB �GuTrERI 3 � r'• ti � 6 30109.02 � • /�! � <f � � � ! I _ STA. 30-A00 - &IA TCH Sf1EET y0..22 2114AA as a, .. . JI- 0 q,- /,I q. 0- SCALE .. /., 40. &-AtCONST. 114" R.C. P. (900-9) U CONST. 90"R.C• P. (900-D) �� CONST 24"R.C.P. (1500- @34 CONS'T 18" Re P. (/250-D) &14,e0N9T M•N. AX PER CITY 570, W. 5/0 @�� COA157' CAT6W BA 61AJ j# / PE2 C/TY ST,D. 50Z W/TN I-OC41 -O7b. 5/8. /7 COA15T. TE,NFP0,2.49Y tiM55Ne2Y P//-6 CGOSU,ZE PE2 i S)aMt eAl $A16E7- AV. 4,9 73 CC.VST. 8" CAST //ZOXI 55K/E2 M,4/it/ - a6,5 V V66 -r .�;95-1 s 74 CoQ$ r SE.K/E2 MH. R" C. C. W. C). 3To _ NO. / 0. GQ COA/9T. X76 - R.C.R 900-D) G3 �0�CJ5T. q%" 2.C.R ClZ50-Di 5, cews7.. S5tv,5z 6,t/a4o6me,vT pc,c C.C.EY.G?._ STD'. NO.• 23. TD BEODNC By c.C•`YD. '76, c -o v57' _ $" (/.0 P, 0aw" 6Tu6 W rq -P6 a . 'All =Ccwsr.' ccwc. sioFw k ANo CAMP PER carr ,sro. J/0 O—CQrt/ST. B" CUl'� AND 2�"<�vrrE2 PER CirY srv. 30.E 4 N �- 70' -r-7 fl _ o' e go QO �o Q 41 03 a S.D. PIPE CURIE DATA d R L r /40. 0 22/.4(' /d/. ,SG' � FUTURE 24 " R.C. P. r r h ti ° k PARCEL P. M. &194 5TA. 41 t 6w SEE SHEET N0. 24 L Ass ESSMENr 1V rRICT 89F CITY OF R4NCHO CUCAMONPA PLAN AND PROFILE. HAVEN AVENUE SD -/ 9TORM DRAW rRVM 4rA. 30400.00 r0 9V- 4140-00 APPROVED BY DATE CITY ENGINEER A R.C.E NQ 23889 DESIGN RECOMMENDED 'IR. G M. T. W/LL/LI�Is0N Vg&'1-11w1D .✓'J�'' 177 8Z SkWORA' BLVD DRAWN �/� C&If 9Z714 SHEET R. R. vie! /4 54 z22Z _SOF •"/� CHECKED ORAWWG N0. DATA ,/N. 80�5� Y � Y 1�) � . ,Q1, J ::� Z:-XIST 8U11DING -.,-.!.. =,_T,_��r - - i- 1 ,-- __ - - --- _ .1-1- - '= -_,, - �,­ - , ... � - ___ _,""', ,_ F- __ � __ __ ____ . - 11 __ . __ __ ': ...-- ­_ F - _ �,= _� ... =rn .--- - __ ___ -1 '' __ ,---" __ -1 ...... __111 ---- - .- ---,f - _7 = -- �� - - - ". - _ - - _,__I�� ---- :F ___ _�7:4_____­_�_,_ - - - � :__ -, F� - -, ____ ______1__ __­______ - - ---: = - � - - -, __ _­ __. --- ­_­ - - --- - -,-= --4-- --- ---­--- . - - - - = -.-,- __ �= _­ - ---- 7r-, - -- I... ­ T- ­ -111 ­_ � - ­ _.. = __7 � _7 �_ - _- - - - ­ -_ - - - - - _1 - __ - - - - -:: - _ __ ,____ I _ ,___ � _-, __ _ . 111- _ __ �_,_.__ - _. , ,....- 1-11 11 1-1 :__.�, ­­­ ___=__ ­ -.,--- ____ --.--- ­ - t= -, __ - - .11 ...... - � _.. - -,-,--,-- -1- __ - - _ - ____ � __ __,_ �.- - .__ , __ � __ --- _­ T-_ - - - ­_ ___ T I- ­­_ � --.11 _­ -------- I = - ­ ___ - -, __ , - 1-1- � _. --...-. - - _ . - :-":. , , - , , - ":, ______ - - � -1. - -1 -1 - , , - -, " = ­­ - ______ � � �7_ E7, � � ...... .. - 1=7 =:.T. ._ ___ I ­ I - __ , .- _ I -1 ­ __ - i -1111, -1-1-- - - - - - - - _= ___= ___ __ = __ --- =------ -,--- �[ V_ - -.1. - - "I'll, I : - - - - - - -, _.. - T-_-__ I ­ T :1 =: - __ ___ = =_-.:�: =7 - - -- ,� _­ ­__ _-,=_,_7_'_'___"_-_ ._: �-� = _,_r ­_= - 71- _,__� =" _:_ -,__ - _� � ___ I I- _. - ­ - ---... _� ,� __ .-#---- _==4=--_-`-._ ==­ - ��::_ _=' . __ ='_= ____ - - ____ -I'-.--- = - - r-- - ___ __ - ­_ - r�_ - - __1 - = ... ---: - - , - - -, --- =_­ --- . , .- ___ _____ - - � __, - _­ - __ -,--=-- , -,- ___ - - __ - T .__ - _1_. .. ­­ _-, ___ --.-. _L_ ... . __ _ - - __ - - � � - .1 r .... I .1- -, ", = _=_1 _�= I t, - F - ­­ - -­ ­ I -1 111 I - ­ � , __ C= - _____ __ -­ - I----- - __ - = ... ==_ _= I _.._=t________.,__.__._ . - ___ _ - , _T_._ - ___ - � � - __ ---I- ­­�� . _.- , -, _ 4 ---T-- -- -- ­­. � - ____ __ ­ . ­ ­­ ­ - -1 - - F" - __7 _­ " =.=-= = -T--=-- I., I __T__ ____ 11 ...- .11, ­ .. . _ __ ____ -,.--,-- I � I.. I I _ - " ­­ __ _. --- - =-, _-_­_ , ':,__ ___. �i, , ­ i __=_ -- = J=-77-. -.-= _,_ = 1= - __T_ , - __: � - I - - __-V -,- - =i=_ - __ __ _. A __1 11 - - ­_ __ ­­ -1 _._:�__' - _=7.. - -11 -"- , I � " - - ��� I ...... =* = _ _ _-:-- = - ___�_­_ � r, ­­_. 111-- __ ��� ­ . ­ I V=. = E . - - - - =_ T:--- = =_ . _1 __ ___-, __ _. _ -, __ __ ____ _ __ __ - _ - ­ -1 ,.--. - -.-.-,-. __ - .1-1 ____ � = -- ­....­ " --- - - I'll -, ­ 11 . __ . I ` 1. , __ T_ ___ - - =_ ...- ­� - __ T _^ �T�� - -, - ­ - - f��-- , -�� - � _�* � :::, , __ F -T f F , t r - __ __ ( , - . " I � __:�:_:__J_, --,-. �-,_ F--=- 11 . . . . . ­ _­ . 11 G I- T_ ­ T__ __ - . .- r ""' I - - - 1=1. - = � .- - ­ " ­ __ 111-_ 11 111-1 - , _ � , , . __ , - I "I -.-- __ i - , __ . I - -1 - �� -..-,- - , - ­_ - , -, - -_ = _-!-:J=_- - __ -, , r I - � I ­�� : � , f T-=- ___�,_ -, ---,- - - ­ _____ _ - I— ­ .__ -, --.--- T_,_ K -I,,,-- 1-11 I A - ___ =_____.., =,- _ - - - F ��� I=— � . _ '-. '= . �� ­ � - "__ ___ - . - :A - -,. ., -, __­: __ [_t_T1__..=_ __ _ , --:: __ _.. , � __._ � - --- __ - ­ - � ­_ 11 ... �� ... .-=- - -1 .__ I . 1-1 =I _.- __ � ___ _ = =_ - , _ ___ _ __ _= _. __ __ --- I - ­.- A - - __ ­­_ - .1 __ . ­­ I'll - .- -, __ - - � ­­ ... I ­ __1 _. = : = I _ - __ --- -, I =_ ­­ - -4- =1:= - ____ = - -z=_-B I -, - ___ .. - .__ V_ .--.. I— �- -, ­ __ r____ _ = T --,T- = ---- . - ___ = ____, - :== _______= _.__.,7= - - -,-- ­­ � __ ­­ - ­­­ - __1 = .- -"-,- � .111, V7_ - -7, _ __ , � __ ---,, =_ - F__. _... - �,% _4 L_ I r..' . = ---- - -- = -..,. - .,-,,, - - � - � �L � f r-- F- I I I �F' , -47 r-- T_ - -, _. .., - , 11 - 11 11 - - 1r__ I ir- �_ _. ­­ ............... 1:� - I—- - -1 __ I . � I I I- -_1 -,. __ ­_ ­_ - - r =-T== I ===� .,.,_____­______, =___-_1__ = _� - ---- - I --=T- _-= - - __ -T=.--- ..- ____[_� . . . ... _T _=_' , (N IN r ---" - F- - I ­ - 1, � __ , = --- T - __ -_-:=:=I= --.-.-.- - 1- Ju, =T, ­ = = - =r ...-.,. - � , - - __ � ...- 14 'v- --:, I.- _', I-'- , � - I-,_ - ----- - . . . . . . . . . . . . . . __ � __T--, , ..._­­ i '." I . �! - -1 T -1111 1- __ "" � I _­ � . __ - -1 - I ­ _T== _�� - . . . . . � :� -: - --,17=-- =: - = ------ -- =_ --.,,-- - __ - -_:=t7 - --- I _4_� = _-_ _', __ F_ _7�'�­ 1 � � - - - � - = � , CA I :,--- f, - - -, __ __11 ­­ ­­ I - - --.,-+- 11 .--- - =__V�=�_ __ -:_ __ __ -, , .. I -1-1- P r'" - f - - _. �� ,v, - _= - .-.. _ �:., _[ , I " _­_ . .... __'_ - T, =: .- - =r- - - I= I 11 . I I - 11 ­­ - U-1 11 I _­_. - - ­­ - -.--= __ - =, :-- F T-1 ___ , - - - ­-, __ , . ,-,- ­`­­ 11 ': , - � - - I- ..­ __ 1. __ ____ __ _. - --- ... ­ . ____ _ . _ � . ­_­ ­ ____ ___ __ 1- __, f ._­ �'. -11 ­ 11 -1 I __ ­: . � - - ­ __ - -, __ - - - V , - __ ­ - :� = 7- :__ ---" 1. ­­ I - . - ­ =: . . . . . . ­_ __ - - I �", 11-1 �_: I I I __ _ - ­_ - .= =_ __ �_._ :_ ___ _�_ , __ ____ , -1, .4 -,- __ - _____ - , - _ .-..- - -17- - - _- , __ __ - - _ __ ,.". - -- ---- � __ __', _," __ __ __ - . 1-1 111 ­ ­ 11 11 "I - I ­_ ____ __ __ __ _ _. 1+ - ­ I � - - I = T: = -. ---- - - --- : -,- I ­_ __ 11 ... ­ ..... - _. - T- - .- .." ...- , p , ,-, , - , , __ , I _1-1 I -1 - -.-- - - _T-__ I-- - __ - - _T_ , - " - - __ :_-, - " """' -,.,- " - �- F -,-_. __ F�- -. ._­ ---.r,- _ _= , , '­_ I � _ - -I=.-- � -- --- - -­ _: __ _ -, - -, J= -T- - - , � t - =_ --I- T________ --- == - T- -T= - - T. _-, - ___ ___ _1�7 ".. ­ ( ­ I—- " - ____ _ 111.1-11. , �:: - _ - _ � - __ ­.- � _� - IT - I.- I ____ � - - ­ ___ T- F T- f=_.: . - __1111 ­ ____ .17. - -11- I- ,-", F_ ­ ''I'll . - -, r__ ­ __.. 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F_ :� ­= T- = � I ", , t= i T= __ = --1 ­­ ... 99 =_ = - 4 - --1 ,-- - =t,_ _- - - . . 9 . -9-, � -, " � _� - � .1 . T # L I ., -, I- , , , I _- -, .- - ". ---,- r - T--. -.:. I - 1_ - r_� - -1 - � - - - -1 a 9-9"T ­ - - , . - , - - - 9 _7�71-71-[ L- 1-J7 Z, F- f--,- -6 � L"_�, I" - I 4 T_____ ­­ _9_7 F_ - - .,.-- - 44 _9- h -------- . = --_ , --- �-r - - 1-7--- , , r-7 -- ;- . - .a. - 1=41. -4-9 - - I - � _T"" -T---T-_-_=T- - - - I - - -:71 -7T-__�- _r __! - N- � I I - _� - a.-.: - � .-::: f--- I=F -,- , _ _]F_--_ -1 - - = � __ I _..�_._, T-" --f_ _= - - --T------ - - -, ----- == - _. __ I ­ ­.­ - - .. _7 ]J 7- F _,"..a9,__ , , T-1 r - F:� __ - - , , F - I. ­_ - 11. - ___ I— .9-. _­ _a, - .- ­ - - . F,= - - - -- - - - -- T 9-11- __ - - I . __ __1 a _ I_ ­ - - ,-,-- _­ - -91-- __ �__ -.-- � I I "E ,V.= TE: -E r - -, - ,�� _ - r - ­ .4a- I i - . - , I :_ : ,_ -.,= , T_ r- __ _. = _, I -T .1 : f [:, , '_ a- - rh -,- T- _(. - J� ... _ " - I— _11!� .,a , t f ­.. - ..4-_4 ... V - V - - r - ­ I I F I'_ [1-1 , -11 I . -1 F � ­_ ­ ­ T- --I-- ..a- _ ., 1. � - __ " I __ 4--_ r __ . �- _ I � L 4- __ _ - 1= - � I - - I - -­ ­=, - ___L_ =' F _h 9 __f= _=_ _ I . .I--.- _- j - F=_.___.7 --F-=- -T- --J� ­ - - � I , - - T ----- ___ T____4= - = J=. -_'J-_=_ F -- _TT7 -- F r- -- T=- - � - V 4 ,. , � - _99-T_ - T .. = _ _9 "... � , - � __917 ­ -, I—— -,� f �99 V . I � - ­ - __ - ", - :, , ,-- - - -.--..- 1- - � - - T___ - T= - T- " , �- I. I [ f r r- 1 -T- - - -11 - ,--= - __ - -1-11 i =1 __ - " ­_ I, = --D) -1.9- -1 T _- r- __-=9=T_= - . _.. - - 1� - . _ _ - " � , _ I -.-..,. 9.. --F=f=_-_T=__ _�� - r --f-: : F,� � _ =-, - A . ....... _ _ .., __� - _/ = -, -- - �__ � . t, � , " -:, .__, - - .., T - - ­__ __ = ___t ­ r I- - r - I __ _ - --I'- T, - ....- _ -1 - - , - ..... - P - ­_ - = U_ __ _­__ - - - _ - at ... _ " '' _-9--, N , __ - , = - _-, V� I r , ,7 + 1� I - f 1-' , I F= F_: � ­ � -, __ _ . f�' ,_-, L - � - - _ - = , -hh- - - T=T.=I- = "I � - -1 'IT:, - - �F ­ 1-1 � --T-h T= . T--- - I-= ­ . 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U��-- T- I—- r= ­ - F" � --­- ­ 1. - ­ -.=-, I=T - __ I., I I—— 11 __ I ... _.__ F---- It- L --'- 4�_= :��___, ._:=4=_9: , _= - ­­ _= . - ­= � - -IT =_=a , __ � .- ...- �_ - �� _ T= T - - - - 9 -"- LL ­­ ... I __ I - . --1 _= - - -- T:= ---- -r- -- T - -- ----- - 4 V-'-.'-'- I - L _­-." -L E= - I - ­­ ' , - __ - - - ---.--L ___ ,_: I ­ - T-- ,L-'- , , -EF-E a - - � ... � L :� - -- - - � � r " , _ I __ - 'F7 L_�_,� � =, - .- = L - [1: -a 11 . . ..... _ _. _ Vi=_ � - - - - - _'� - " __ 99 1 . .1. ,- - L, I _ ._ F-- 1F "= -_ 9:7- [__�.'�� = � 0 F7 ._ , = T_ --aa-'. L- I ,:, - __ 1-1 �, , - .. - - f - - -, ___ . - I - _ � ­ J�L - 9 . T. _= , -j-- - -11 f= ___ - - -__ I. - r - - _4--_ 1 11 11 - , --- 4 _ r__`h �_ -_ � - _ it � I - 1 L . 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I- I I I __ ____V -=T=- ....h- r::_.- r - -,- - - - _= . - -f ---T­­J'a'-­ L .r . I -­ ' LLJ, - 9, " " , __ - J�LV-_= T- ­ - __ - - -T:--F--- ---F=T= - ­_ -, ­ - .- - I - T - - " - f=_ F-_ T ---F _- =T-.�-- - " r - 9 _,_ ..".1_1 9-- -_- ­ , - , ­ - -- f I I - -=:----- - --- --- -- - __ - T ----:7:r7.7 _ __ . ­­.. L F _11= --V=,T , _7 -7 F.,_ _9 - I -, t­� -f, -_ - F: F7..: 1, _-_-:._ _ - . ­ � F_ __ � -, f�� ­ '­ - - - . '14V 1, - ll� I _, ", r - V-- : �_-- .- '�_ , :--, - f, �- -:7 - �_ = 1,77 - _.-1r'=- - __ , - I - L_ ,_ eL - L a -7 , '=.- - - � ­__ T- __1_1 - T= .j��.-= = __�__ _­_ _ T."--. __ -, - --- - -F - - __ L 99 - - __ - - - I., ­ 11 - � , ,_.J� --- T __ - _- __ , , __ - 9. __1 __ �_a --= � L_ ­ __ - - , � -,= � aT _ T , I f: T= - = , - _ rLaa- ,- F = :�.. - - . = ­­ -, . 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L , , I 4 -4 , �- 91 . - I ­ � ­­ ,��T tJEH7_- _.--,-, __ -.=. := ="- �_� - - "--, .­ _9T, _�7r­ , - F-- a1_1e 1�11 'I'LL I" _�_ " ' ''LL ... - I - I. - - r- I I T,-_--_[ , I = . __ - - 1-1 --- __ � ___ ­­ -.T- - !: =: =­ �f - I , F7'_'� � _ f -L _ _ - F.- , - - I �, - - _ . ­­ __ - I__ _= _ -, - , F.. _'_ - F77- _ - ' _' - f L ­- �' - , - T --- ­ __: - T�-= �=­­ 11 9 F- I I- r.- - - 9 - - -9 - , ­ __ ­ L - ­ -_T�' - __ ., - fl, :11 - " '.�'�' t - U'. 11 I - ­ ­ ­­ .--?7- a.99 ­.. 1. -1 I - � ... 11 T-- ' V __ '(--'-'L' i ___7 - , I - LL I .1, . _ _ .�g� --,--- J J I _ _ ., -, f, i __ _ _, _ 7H iqii- I( =4- -- -L '' , .1 L I—, ____ � __ � :__9I1_._,1.__ 1 __ ____ --a- � - t -1 - L T r_ ­ L 1.11, 1-1 I I ­ , I L ' ' '"' I --- --a- _... , - , _ - .. � - -9, - - I - ; - - - --= .- T-__ I ­ -111 ­ LL -.-- - __ . --- ___ __ __ -4. ­ - I L I - _ , - - - - - _= - _ __ - _ - .- , _ , _ - I I.. ­ - . r--== - = , =: = = .­_­ . . . ... T_- a _T_ -_-j, _ 9, . _. --r-:- F,-' I = I - - - -- _­ - - - - = _,�' 'L- - , - __ � ­ - ' __ eJF_. _= - - �_, ­ X! = : T, , ,� f T 1. L ­ - -­ h ­ T, - - - : - - , - 9 .f= = ---- a. , - '­­ , _9L f__-= __ __ I'll I ,- ­ I _= . =-I=--L:r I - - - ­ L � . __ ,---,:-- - __ IF I - .. - I . __ . - ­ -.-.aa , f 9 1-1-- ... ' a- � , ' ' � -, - : � : L "' ' ': , r - ­ - __ I - - La __ .__ - - ­ 9 . ....... EEE __ - - - � , 14 I ,,, ___ ­­ A_ - __ -,- . ­___ L �_- - [-. - I la..- � ­ - -- ­- ;- =f�� Lf��-_ ' _T= - __ ­ ­­ - ,._ - I— -4- L4L = = '7: ='- -'--- L - __ --- � . _'.... h7 __ - ___ - -7- ­ - _-9 --'-- f7 =- T L-: - -- V, -- --- 9. 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F= - ­­�­--= ==f L------ : F'_--_ -----' - I I'll f - e L � - - I ­ 9L F -_ V 4-- --7-- --a - I- L= T� __ - t �4'.­ I --J ­ - - - T: -, = - 'Ile - _7 �_= 7,9 - - = ­ I � 7� j_�_ __= T�::_ - T __ _­ __ - - 9 =T=J:= 7 Lfff'� . _ T _ L ... . � __ ­_ -=4* - - I- = __1 T77__ __ _- - - __ - = f � - -..-.- -11- - ­ L9 - F- - 9 - _9- __ I "I - _ :f _T=� _ - - F --�� r --- F T T__ I- -a *_--- _ _­ - _- ­­ - - , ____ 1. _ _ _� � .a", L_ , = = ­ _� - � 'J� -- - ­ - rL ff­ ,_ - _ W-' - _q -- : __ I., , ­ ­�� ­ .. i�=_ T�_ - =J: -7-T-' - � -, _Z_ : a_ - _� :9 = -Y _ ,J�__ _ ��r I ---f- � ��:_ i- - __ - - ­ - .- --� V ' -- I ­T� - - _ .. - , - I ___ - _-, I- ­_ T' ' 99- V, �: V __ - V, , , _ _ T:� __ = - - __ _____ :�'_­T�=:_ . . _ - "' ­ [ L 1--j 17 , ,_,`,':: . -L- f LL � i:_ =__ __-_: = 4� ", 4L-' .--.. .47L___ = _=L �___ __ _ ._ :--L-4L__:--F__� - F ", - - - =9T7 -_F--___ -'----- a-.--- - L -11 ___ - - L V-= __= T.-,7 ­ � T_ � _ .- , � r t r , F I . __ ­ ­­ -1 -11 1-1 _­ __._1____.____ - __117- �_9 ­- ­­ -1- - ____ -, ", ' 'L- - "' ­­­_­ _! � __ -,- _ - - I ­­ ­ . .. . .11 Le _ _ ___"_,,_ ___ .", ____ ­­ ­ - _-_____9LA - __ " ­.- _­ - - ­-, �L ___ - ­ ­_ ­­ _- ­­ ­ _­ ­­ ­­_ ­­ - 1.9 040 21 ZZ 249 set-- 151-leE 7 90 I I % %_ 'k CON'ShVICTION A16? feS 11� I - I 1. . 1j. -1 N 4 C%�: CONS f (a 6 " ,f C. P /�?,,00,0) 1 ,4'4 %J COW //// ,41 A01f"5,v',0,W01a �, k X - ­ . �­ I . - I �1 . " 14' N � _q - I�i , % I , '-'N,� AP.*1?09_149_5 T\- A N -1 '% . 9 N *I- lk % @y-,fifl'We' eXlff ,41 116 �` JOIN ellf 7' 1114e & % � "� k __ - - __ __ __ i I I aWsr /8" S,gwdrR I " -- - - _�t I - - 1,?*,�9 - - - __ - --.('I,-- - - - - - - 'I ,e-- - -)- /,?s - - - - - % -1. ­ - I --------- - __ __ __ __ _____ - __ - ___ __ �O O __ - - - - - - __ . f -*�/?/)v _% - __ 1 ---7, lt011 , I� . IT � . i 0 0 0 1 - 0 0 �__ I I P % % k k. k. % - I �, �, I.Z k. % % r., N I � I PRIVATE ENGINEER'S NOTICE TO CONTRACTORS - - I N t4 The existence and location of any underground utility pipes or structures ­­ Q ,4. r. J ,f. r RA11- ROA,D i ��_ shown on this plan are obtained by a search of available records. To the IO I ____ 1� _,�_- - i I - .1 =I- - I N be'st of our knowledge there are no existing utilities except as shown on - . ;_q - N-2- FIK I � ___7 , - __f____ - I - - 1 - . - I � � - I %4 these plans. The contractor is required to take due precautionary . , I - �_ i I I �:_����� I � - I- I i- - * . - -1 I I . 1 I - . ___ , r- - 1 40' ?7 1�1� IN , t - I - P . I I __ G/ -15. / 11�­." measures to protect the utilities shown and any other lines or structures % e - `e? C. ,--'C. 40. ev'� &O -v, ­�ey,t":::,�-,C-6 - 47,0Z2171A57,,V ,-VV. / �` �t not shown on these plans. .,v,:::;, e - Io/.-J�z? 4_.177z::_1_11 11_31OV15%_V AV171"y _,_�, % All contractors and subcontractors performing work shown on or related t6IC41 1 01�e-4V71-=__ .� 11� to these plans shall conduct their operations so that all employees are � , 0 I \, 0 I 9 45V-2�1_1 0 � � 1� 0 0 ,a . provided a safe place to work and the public is protected. All contractors ' � � 0 k. �111___" 1k, Ck. and subcontractors shall comply with the "Occupational Safety and Xl--57- 63"��C.-,,- k K 1_-N (KI * A: k. - � � C�'��- - �,�, � K t_; is: Health Regulation" of the U.S� Department of Labor, and with the State of ?Ig' -e ,--e_�Vvv � . . I 011ele e_1 - , P I . _�A , I- - 8� �,__1e_71::_"`15_) - - - - , "'�N __ __ . 19/N __ __ - California Department of Industrial Relations' "Constryction Safety Orders." ...�- I - - - ZO . 'I , =02 Z i .;r "'e. C_x-. - - HIIIIIII %. - 7' - � - -, - - I I - - - - - � 6%A O_ 4) The civil engineer shall not be responsible in aq�y way. for the contractors' ,,,,, I r-= - - , 7 . (�n . I 1 --7--5 111111111 - Q) - - - - --T/-- and subcontractors' compliance with the "Occupational Safety and Health - - - - =_ -1-17- - --- llz�_ ___%`�_ �14111z_ - ___N,M�_ - - ., I "t, - -#Hl I- e_li� Z 10 �v 11!1!1111 I I -C --- 111W_ - -+_ 11) - % % 'V- �,�-: AOT�,% I . Regulations" of the U.S. Department of Labor or ith the, State* of I �, , �, e__ --cl, . California Department of Industrial Relations' '�Q nstrul .... � 1. I I E21- I L,�-- P 6 CA, . - a 71,Y. S)'"'I"'61-r 1.4 � ) _,_�_o 6<:�",?no ­"`�_� I . - (i 11*0 ,on Safety Orders." �, - - -4- /., /_ 1Vz-4V\ 1 _�_�, �_� I , - ,5, 89'1_?1,5,?1,.-- 1 _____W - . I I - - ­­ - ­ -I- v:3� 4;n.i - .- __ - I- I ___ - . - __ -1 104 1 Contractor further agrees that he shall assume sole and complete re - !k ,�_, 1. - alr_�� �Z_ - M�= _,_� - - ,_ - I - I I - - _X_ - - - - . - - % . - _% � - -r-Ic", ') - JV,4`Sr,f A14r_-,9 41,V67 - - - - L>1 0� v, I-&,. - - I - - - el *w. -P, - I. - this project, including safety of all persons a property; that this require- # .1 � - axt5r el' - I, � AN- 1"I - % 11 . 0- . - 0 . - - _Q % q, . % . ment shall apply continuously and not be limited to normal �#orking hours; A � 4 I 0 "� I . and that the cont(actor shall defend, indemnify and hold the owner and N. JV N. 1k. I - - . -1 - � N '14� . kk' N. the engineer harmless from any and all liability, real or alleged, in connec- ? � in.r O,* t \ k %I* t � 01 , riull I . . - - - - __ - - - - - . - - � tion with the performance of work on this project, excepting for liability _T 11 I 10 arising from the sole negligence of the owner or the engineer. I - - I I k % I , .F. . _. . I 01 %_� - k . . , I . � I I I - I I,- - - I - .. . I I N N I )V,4,9Cb1_ 26 PA I?CEL 2 6 11-,e,__,Waf,�,_-_%1Sz ,a. a. , I . - t� - , � . % Q6 . -4012gr . . , k N :k I 11;) 14? 1-0110A�7' - _T� ' 2 -A - �, -4 ,q _z �: 4-N5'5E!55MaQT DI'STRkC le � . I r �� . . IeO441:�1�10 A014W17- 10-16, 14'_1101A�f11A11._71V7, '�J .%< ­ I _. � __ , - _q_ R, I I - I I . . - ­ - - __ 4 '.�3 . 1% \3 I . IS - � - g ,;c . . k �* N "s 90 U I � I CITY OF RANCHO CUCAMONGA 1\3 *. � IN �i � i. �� � . � - s % tl!i . N �_ � , I'll . *%. 'S 1. . k A �� � kl\ 11 .11 � 1111� �1 . I PLAN AND PROFILE %N �� '%3 N � ,I- \ I * V� �\11 11111 4 .4:14 0/-/ r/-/ orlfle,146r , ..j , \ I I I �n , ;,\ \ � . . 1, 1\ � K 1% F,41?CEL AMP NO. 61,94 1 � 40�0. 2 IN N ,_ 1.1111 I - �, M �, 1� %� I � - _�/.. I I— 67a1F" ,Z2ve-o,41X/` I. .� g . 1. 1. Y7'4. A5'414,1.8 ro4rX. 23*00.00 " N � ­ - - , / "7��, 1 � I APPROVED BY DATE V44eiE� , - J. - / I 1 17- /0 7�V,,-- ,f;��,0,------'a,66�FI,O,000,,,o"17-y'�� 7;"�0,1,_=:' e�,<1,7�,41e-zr,e - CITY ENGINEER - --//-- _-___ R.C.E NO 23889 71-V A��4vlll__y 7;4O111 -6;r eer,�WXI_1_1171ez 14VIII-7 101`e10A01r1_a1eV` d�p_ DESIGN W/Z t 96,111VIA9 RECOMMENDED __ ,1a,,11_1. --Z7 ,1:::,1J=;F1a,f;�" 7V I ,X,� �/,*/ oyle'v-11-1,0 ,4--;1,,0C-"e, '72�0 A6rl� ,/. R. & &f. 7' 1-1-AWC-4017 17irde .V1fYFWF1f Z3LI10. . g_,:-ax1e-;, 7;1::"0e,1,e-71-ax1 .. a DRAWN //FX/A/47.., eW /A- 9e'rl-4 SHEET AS F50ILT REV, 11017 No. I . Pat R. R. W. 714) 19029 0`6 of�_,ZJ � e I e4 SYSTEN - n� - DESCRIPTION I REVI$ED BY I APPROVED _' �eE . ./ � ./O. ly,!� / CRAWING N D -s.,9,-_1 ��,517,03WZY 2'4-1,9409 r,1Z 6 1.1d . ' . I () Li�L__ . R E V I S I 0 N S L-1 � - . - I . . JAI. dap T7 ma S, -� 0- )-) /:VIE CURVE DATA o ,e r f 30" O 30" Z � / 3/ Q 6*0NS7'X11C7'/0N NOTES P. 3000 OJ v 46 CONST. &3'' AC.P. (3000 O) CONST R. C.P K3000Oj cq �¢ CONJT. /`T N AX PFiP 574..vO. iy CONSr. / J/Y ' ER 67A9 /w 0// y� CONST. C S. /° /NC ET STit'UCT. PES OETA/l 5f/T. S8 �-- GD.f/ST 30''/dG���dDD -pj BO.PEp ,�SS�.SSMIEIJT 1�►5-'('RIGT 8 2 -- � CITY OF RANCHO CUCAMONGA PLAN AND PROFILE 46r14%oVr1-1 Orrl4e4eT ,5'C�- � 5r40AP40��/A1 APPROVED BY DATE CITY ENGINEER R.C.E NO 23889 DESIGN WI LIAMSOAl SCHMID RECOMMENDED /r rd e 1'K YP.41?X BL vv. 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I S KN `� V J kn 101,10 �N .......:...... .....'. ..... .... .. ....... .> .... .... . .....: rGti .� -r- XXXI ,... 1¢•40 - - —� !C f o as � � Q h 0 h ........... ...A :. .. ......... ..... .... ......... .. . : .... ..... ..:::... ...... ......vn....� .. ........... .:..::. ... ...... :.. l .�, ��. �... � ��r if �•� �� ^�, �� �� O °' � . k �y ><i -iso ►� �X/St�+la Qo 7E "Ql p091;1,4 0 3 M ,4. P. eO9 -/43 - /6 2 r I h h W� W� LO Ala s . 1. COAITRAGTOR 514dLL VERIFY LaeArloAJ 4U0 EL.EVATIDAI OP STORM DRAIN/ ANA ALL 0-rPER 41TILIT/E5 SNaW J OR A1O1' .5HoN)J OA/ THESE PI -A"6 PRIOR rO SrART 0F' e0A1sTR1J& 2. EX16TlIU6r PUBL/G /MPROVEMU1 UT5 L?,/5TUR8ED OR DAM- AG15D DUR/AJew TRE GOURbE OF GDAUSTjAwe r1DAJ OF THO PRIVATE STORM DRA1A/ SHALL BE REPLdLBD TO THE' 64T- /6F.I LTlOP OF T14E &TY EAI,641U65R• 3. WN!-fi'QCA61,V 58,4U POl' f/OL & !O !/orf'/FY 7yE QoPT// OF' me aermw. dr *f,4/111- /446 4T r1&' A" 0 /W Q pLU& eagb oAfA1UlG� e /�� Ffr 83- y.z �' A.P. 209 - /43 - �9 �� �' •5 �� a /vorE- SEE �SfHEET /VO 59 fO,? /NTER-5MI/ON DET,�UL A.P. # 2Q9 -/Q -18 ' \ %(/`Qr/��V/Jif %Lc/]/pBR. ).QG%J5E� Tib/3 SHe?ET /Z Pp `R �i '.• i ✓/G//�M J/l�!/V J���i II V• °C CQNST. 2,!" P.C.P. (2SOOo)K V X/S; c il M o' �'' /e onto . � 'moo if C./'� �/Z SO O� �E.c�D�E EG. oe) 1 �I Inti � � a �� ! D o H T T ?- � /� � � � ASSESSMENT O/S R/C 8 / a rib �- 2/��RC.� �i�000 .' �` k o CITY OF RANCHO CU CAMONGA G'�/�o _ � 2 � a : �� 1� l� SgXWiF 0 4 c44�/ J PLAN AND PROFILE sia CrrY S60, NO, 3�� 21.9 H /y C��S ✓�"T- til. �/. ✓/t-1 � 5Ta s�� �l �, � N �► ��� �...,, .� � � /a F,eO" STA. 39 t DD TO ,, TA. 4G t 85 -v 40. ,vo. --W7. APPROVED BY DATE -3 AA - 17 Coll/ST. PIPE CLOS!/RE PER DErA/1- S1iE"E7'No. ¢-Q 57 CONST. SERVER ZENCA.SEME/VT PER C. C. `t/. 0. .STD. NO. 23. CITY ENGINEER R.C. E N Q 238 89 .400fD PR/t�TCSlORM DESIGN WIZ /A/VISON i S'C' UZO RECOMMENDED Q @L—CO/VST. J/JAICT/0�,1 STRUCTURE B � PER STd,VDARO 509. ®---- GOAJST. l8`` RGP (1500 0) PRIVATE. STORM DR4/ill. amw COA�TION j ' COA/5?. 4COAJ69ETE e -01 -LAR PER L.,4C.FC.0 STD. 2-0393 0 4DDED PRIVATE STORM DRAWN /7782 SKYPARK BL1/O. SHEET L.� 1 QRA�)�_GO1lIJEGT10u (D� 87-00 q• S 89 /RV//VE . CfIL/F. 927/4 R. R. W. � z �`�oF � � %L ND. REVI$1Dj�1 APPR�O D�AT�. CHECKED =,e. CE. Ivo. /?2eo/ DRAWING NO. � JU5T0 R. VILLAR, RGE 29601 D•Ss• DATE ?�'F/LE' NO. I ✓04: X0257 r -N O 3D'o0 00 " ,¢y. 0 /.5''i2' 2S'" 22. SO' .5 97' 3•�YJ' F 45'00'00" 22.50' 17. &-1' 9.32' (� 45 D000`' 2?. 5o' 17.87' 9, 3Z` P;-. .,,...T___.....^.�.r--T»,..--,,....I,.,._...,..L.-..,�..�I.....,�....r r r r r e ,.L.�.*'".`• .y„,._„�.,, �� y .. _._ _,. �..... ..�............d.�. �� ..-_..._.._z.�, r—'.�G'�/'Vi..•. _._ _ _ _ _ ���V� G �� FS 01¢"1Z D/PF A2 43 44 � � CATCH 8A5/// J'EI?SE Y BL VD. h y X-VICr 3" GaS t/,v- — y y ~ . O Qi . Q Q Q, SE SRWCUT AND REMO!/E EX/ST AC. �.6weNT I h y EX�S7. 4 1 1--.-0 ANO BA, REPLACE WITH EX/ST. SECT/ON V I _' GLUS /" A.C. F06 SEAL OVERALL I i L. I S KN `� V J kn 101,10 �N .......:...... .....'. ..... .... .. ....... .> .... .... . .....: rGti .� -r- XXXI ,... 1¢•40 - - —� !C f o as � � Q h 0 h ........... ...A :. .. ......... ..... .... ......... .. . : .... ..... ..:::... ...... ......vn....� .. ........... .:..::. ... ...... :.. l .�, ��. �... � ��r if �•� �� ^�, �� �� O °' � . k �y ><i -iso ►� �X/St�+la Qo 7E "Ql p091;1,4 0 3 M ,4. P. eO9 -/43 - /6 2 r I h h W� W� LO Ala s . 1. COAITRAGTOR 514dLL VERIFY LaeArloAJ 4U0 EL.EVATIDAI OP STORM DRAIN/ ANA ALL 0-rPER 41TILIT/E5 SNaW J OR A1O1' .5HoN)J OA/ THESE PI -A"6 PRIOR rO SrART 0F' e0A1sTR1J& 2. EX16TlIU6r PUBL/G /MPROVEMU1 UT5 L?,/5TUR8ED OR DAM- AG15D DUR/AJew TRE GOURbE OF GDAUSTjAwe r1DAJ OF THO PRIVATE STORM DRA1A/ SHALL BE REPLdLBD TO THE' 64T- /6F.I LTlOP OF T14E &TY EAI,641U65R• 3. WN!-fi'QCA61,V 58,4U POl' f/OL & !O !/orf'/FY 7yE QoPT// OF' me aermw. dr *f,4/111- /446 4T r1&' A" 0 /W Q pLU& eagb oAfA1UlG� e /�� Ffr 83- y.z �' A.P. 209 - /43 - �9 �� �' •5 �� a /vorE- SEE �SfHEET /VO 59 fO,? /NTER-5MI/ON DET,�UL A.P. # 2Q9 -/Q -18 ' \ %(/`Qr/��V/Jif %Lc/]/pBR. ).QG%J5E� Tib/3 SHe?ET /Z Pp `R �i '.• i ✓/G//�M J/l�!/V J���i II V• °C CQNST. 2,!" P.C.P. (2SOOo)K V X/S; c il M o' �'' /e onto . � 'moo if C./'� �/Z SO O� �E.c�D�E EG. oe) 1 �I Inti � � a �� ! D o H T T ?- � /� � � � ASSESSMENT O/S R/C 8 / a rib �- 2/��RC.� �i�000 .' �` k o CITY OF RANCHO CU CAMONGA G'�/�o _ � 2 � a : �� 1� l� SgXWiF 0 4 c44�/ J PLAN AND PROFILE sia CrrY S60, NO, 3�� 21.9 H /y C��S ✓�"T- til. �/. ✓/t-1 � 5Ta s�� �l �, � N �► ��� �...,, .� � � /a F,eO" STA. 39 t DD TO ,, TA. 4G t 85 -v 40. ,vo. --W7. APPROVED BY DATE -3 AA - 17 Coll/ST. PIPE CLOS!/RE PER DErA/1- S1iE"E7'No. ¢-Q 57 CONST. SERVER ZENCA.SEME/VT PER C. C. `t/. 0. .STD. NO. 23. CITY ENGINEER R.C. E N Q 238 89 .400fD PR/t�TCSlORM DESIGN WIZ /A/VISON i S'C' UZO RECOMMENDED Q @L—CO/VST. J/JAICT/0�,1 STRUCTURE B � PER STd,VDARO 509. ®---- GOAJST. l8`` RGP (1500 0) PRIVATE. STORM DR4/ill. amw COA�TION j ' COA/5?. 4COAJ69ETE e -01 -LAR PER L.,4C.FC.0 STD. 2-0393 0 4DDED PRIVATE STORM DRAWN /7782 SKYPARK BL1/O. SHEET L.� 1 QRA�)�_GO1lIJEGT10u (D� 87-00 q• S 89 /RV//VE . CfIL/F. 927/4 R. R. W. � z �`�oF � � %L ND. REVI$1Dj�1 APPR�O D�AT�. CHECKED =,e. CE. Ivo. /?2eo/ DRAWING NO. � JU5T0 R. VILLAR, RGE 29601 D•Ss• DATE ?�'F/LE' NO. I ✓04: X0257 r -N r N. &OZS7 f i - 1 Y� L t � � .r 1 /' / I L { -- ► Slot 0. ¢� 5TO2M CZAW CeIR VE ,DATA ti Ot u W _ �►, LIT Q ® go'oo'CIO" q0' 14107' 90' \ H ,k �p �NcQ n�i0k �h �\3 N h ✓�'EE' f'HEET NO, 8 d+ d' TIZEET /N1PR0!/EMEN7~8 M .PEwJOl�E EX/ST. .P/P .PAP ' � - *000 -FARRACAD6 �4 RUr�$L SPGR �? Ae--S?P 5¢'�f,'J✓hKl /7 O o, n p `B - neo .1 ` o 0 od 4 w PE ,24V� l3Lx wEL� G� Hous�(AL'��✓co�vEo ST. -NORTH 6 C i6' MIFAi-Es Co1v5rRvcr10A1 A107-6:5 �1 cof/sr. 36" RCP K /000 -'D ) �F 3 covsr. i" .Qco ( /000 - D) P I¢ COA15 1p1'4A11A2GE'AX, �.4E'R C177;" 5r412. AVO. 5/O. /7 CONST. TEMPORARY iIM50,11R Y P/PE CLOSURE" f'ER DETA/L SLEET. NO, 499 /( E'OW CF TREES ANp STUMPS C w1 L IXe SHOD rS) AfA MAI L 35tG8.l�Z 5O. B.C. � I I I,d' 22 STDPM D,QA�iV EASEMENT 20 CO.VSTiPUCT/Od/ 2000it/ST,QVCT/od/ e54.50t 1E.t/T IP I I EASEMEit/T 5Esff 9NEET NO. CITY OF RANCHO CUCAMONGA PLAN AND PROFILE 6 Ty -57'14&E T L //V E f 9A STORM Ol�•q/� __ _.__ ___. _- ____. ,ArA7a ! SZ4. 35f- 68. to Z TO STA 4/ 24.34 APPROVED BY DATE CITY ENGINEER R.C.E NQ 23889 DESIGN WI X1,045 ,1 e,56-1111110 RECOMMENDED J. R. & Al 7.. /7782 YA4911' ABG!/O. /RV/NE CAL/F 927'/ SHEET 7.3 DRAWN R. R. N/ 714 54 - 2222 /�G;ec �/p, /?210/ s of GRAWINGG NO.- CHECKED ,SSS ✓N• BOZSJ' , �� G' `1 b V1 � 34 ov T,eu rb,eJ(voo ) � h �y � � 44 — 00A1$T,eUC r 78" ,S. C.P. � 8S0- a� �\ P�� b h P G• �'� V � � V � 446 co, t./5reuCr 78" z-c.P. 6/350-�� uh� �� ' • �9 ���Ca /4 CO/V STZUCr M-14,V"0E "ASG" Pe'z C/TY.5'TO. 5/O. ,� 6q� � (� ytC � o J V O il/OTLC,' ,gBA.vpD.v,�O 5�cr/J�!/ Dom' r GMP 9/96R oUTLBT rip BE F1 -//5H W/TH A•G. GRAv� �MdviF/ev R19�:,e ,�/LL/•C// �!G/O /,(/T,/l�iG1, /.� T,/1E,/ �• DETA/LFRvM SHeEr 58 OF 73 TH/5 AN Se T) 3 " T//!GK i1.G • To SLOPE ,!�/�� TO %�� Gl/rf�.!/t'� rl�i�%�:T�O TOWigR09 Rvi1p AT O.5'/o /i!/TH/M 6' 0 X O �� �� vJ1` Cl 3 DEt+a;fE 1N/OSA G.B�RMoUTGETAIZEA. ¢G CO/V `3rzur,r T,eAN 9/T/Oil/ 5T,2uCTU�2E 78 �ZCp TO L � .C.c.P. 26 S ��j 0� �j fit\ p� 4, `� �IPPRox. Rlr7 EG EY, IOGo.3) Peg IJETA/G 5/1EE7' NO 5B. A� S . \\ i7f )0 A \ x p� pv 3 1 0 ri r1 !/-�G'L/GliGf - T2UC.e ST.�i(/O%.:/yt�1 ,. '' = � F � , ` � x ,� � �� �' o � �c� � ��0 3 � ��..� o-� � � �o � � �y ra .�icc� v�,.r/ 4T CU/t!STEP.UGT T/zR•v5�T/O/t/ $T�Zl1CTUBE Z-(: o Iecn ry g xd,z .,a 3 0 \0 \°�o �� n, c �� �; W 0' �P �' s o �c ,,, r o Z .c.Ul�s' �N yam' lW::W�/� PE,2 t7ETA /G 5<1EET //O. 5T '� � .9 � �°� �t �• �- � "` � o ° �'` � � � N T " � 0 1P tai � 48 2EMOVE Z? L.F. OF EX/ST. 8 x�o 2.C•6. SEC SETA/L w Q� �► t�• J •��� �J 0 k Q l�. h1� Jv� �► Ih (� .� - __��-_�� V` — S/1E'ET Im I` •C *' W a Q l� 7C �S7 CONSTRUCT SEW .2 !\/ ASEMENT fR C. C.W ST -` �• �- V ^ 3 W -- E E C D. D /VD. 23 0 9 (o CON�'TRUC7' 8 .o C. O/KE PER C/T Y STO. 3/3 ro�q / 3/ - rte- \U do 44. 6"CMP �x �4Ok�jI.W ih VOA W Al3• , N OOZ 10 N QUO 61 GoA15TR_UGT CoA G - BERM A ` ��� �'UV�J+iJ�i�V. p 2 J 0 [ I 3 3 SEE oEr,4iLr _ a 62 GONSTRUGT 30 G.S•f' /NGET, SEEDS A/LONSHEETNO. rj-g. c �• .' �, sc ••.•., s�. � .� o . � / � , : i / h V) 11% Jr 51 ooh Ay f f��-�tv h 5$ More t. AP�ovB /2w Q u� �v (ABANDONED) !1�— c?R •. -fi ' ¢ W _ 4'w / ¢ ~-s�`�� F ► _ —'T' -�- - 4 "w tAL OONEo) �- F /a Y ,p e. ED/SON FUEL L/ M N ►06°',fit. / s ROCHESTER AI/�: N ►� �' /4� a4 - - - .:..::.....::. ::....:. f �'' F 8 l C. EO/SDN G!/EL L/ME �A$ANOONEO) :. ::.. :...:....:....: .. .. --x .... G• J, ti ,, - j � ASSESSME►JT 1�15-TR1GT 82 Is. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS �.� \ W 1` K 4t� CITY OF RANCHO C U C A M O N G A The existence and location of any underground utility pipes or structures �� . 00 h � shown on this plan are obtained by a search of available records. To the /VOTE GALL E47/94914P/PE1/NE 0 a there are no existing utilities except as shown on P ti 3. filVC� TERM/NAL CON/PANY 48 p SA4W&6UT ANO RE/Y10t�E' E best of our knowledge -�1 C. ',PEi1'/O`E Ei►'/S7/.f/rs �~.�"UEG PLAN AND PROFILE g ti HR 9• PR /OR YO E X CAVA r,4 �AITE�iENT ANO B,45E, these plans. The contractor is required ti). - Jake due precautionary measures to protect the utilities shown and any ether lines or structures p f'3/O) 223-/V27 RAY 9PAuLp!/y0 Q lel//T.y �X/_T1,Vq SECT/Oit/ /-L!/-0 /;4.C. not shown on these plans. y�1 q0 /NSPEGTOR. \ All contractors and subcontractors performing work shcwn on or related V to these plans shall conduct their operations so that all employees are �0--t1�`�/� --i'� 4�`i O provided a safe place to work and the public is protected. All contractors and subcontractors shall comply with the "Occupational Safety and G. s,Jq QFLETE 3 V FROM PA. /9L7�4./33 ro srA. 19840000 9 . Health Regulation" of the U.S. Department of Labor, and with the State of California Department of Industrial Relations' "Construction Safety Orders." J� h�/Gym Q APPROVED BY DATE 3/ The civil engineer shall not be responsible in any way for the contractors' and subcontractors' compliance with the "Occupational Safety and Health t q• y 3 Regulations" of the U.S. Department of Labor or with the state h` / w0 CITY ENGINEER - R.C.E NQ 23889 California Department of Industrial Relations' "Construction Safety Orders. of / ✓.SR. A4.7&Zz14MSON RECOMMENDED " Contractor further agrees that he shall assume sole and complete re - 17 -762 sponsibility for job site conditions during the course of construction of this project, includingsafety of all persons and property; that this requira- - /7782 ,fKYPrlRK F3LV0. p I y de/ete pas shown inif9 er�fi�eo v6 2/6rRJ //pry T. K, �i%6�9 �u DRAWN .. SHEET ment shall apply continuously and not be limited to normal working hours; 3. R%ser�v/6 Gti1F'on �V. 9�c/B of5t { /fl i///VE CAL/F 927/4 and that the contractor shall defend, indemnify and hold the owner and R.R.`f/ %/� g 19-2220 36 OF the engineer harmless from any and all liability, real or alleged, in cer an T1;MP. GA.P• R151:K ANp LAT• y•17.GONNEGTION Folk nR %6-210,Y It•J.MULL W9fr? A550GtA-reg, TK. 0801 -V10 CHECKED 1-1111 tion with the performance of work on this project, excepting for liability /jQ(�/ DRAWING N0. from the sole negligence of the owner or the engineer. 0Y t7A?!; 6 VAT Fr.C•E /VO, _ — t arising og Q VleVM0N Oe1 SPCRIVTIOW WGINEP-9. 611YAPPROVAI, O �••9'y�Sai/9 DATE' ? 3-/982 F/LE NO. �� '� w r ,Q T A 21 4.4 '07 ' //00. UO .5 /3.28 SG'00--39" /8.G�v /8.24' 992" 5'00'39 35. l08' /y¢/' il/OTLC,' ,gBA.vpD.v,�O 5�cr/J�!/ Dom' r GMP 9/96R oUTLBT rip BE F1 -//5H W/TH A•G. GRAv� �MdviF/ev R19�:,e ,�/LL/•C// �!G/O /,(/T,/l�iG1, /.� T,/1E,/ �• DETA/LFRvM SHeEr 58 OF 73 TH/5 AN Se T) 3 " T//!GK i1.G • To SLOPE ,!�/�� TO %�� Gl/rf�.!/t'� rl�i�%�:T�O TOWigR09 Rvi1p AT O.5'/o /i!/TH/M 6' 0 X O �� �� vJ1` Cl 3 DEt+a;fE 1N/OSA G.B�RMoUTGETAIZEA. ¢G CO/V `3rzur,r T,eAN 9/T/Oil/ 5T,2uCTU�2E 78 �ZCp TO L � .C.c.P. 26 S ��j 0� �j fit\ p� 4, `� �IPPRox. Rlr7 EG EY, IOGo.3) Peg IJETA/G 5/1EE7' NO 5B. A� S . \\ i7f )0 A \ x p� pv 3 1 0 ri r1 !/-�G'L/GliGf - T2UC.e ST.�i(/O%.:/yt�1 ,. '' = � F � , ` � x ,� � �� �' o � �c� � ��0 3 � ��..� o-� � � �o � � �y ra .�icc� v�,.r/ 4T CU/t!STEP.UGT T/zR•v5�T/O/t/ $T�Zl1CTUBE Z-(: o Iecn ry g xd,z .,a 3 0 \0 \°�o �� n, c �� �; W 0' �P �' s o �c ,,, r o Z .c.Ul�s' �N yam' lW::W�/� PE,2 t7ETA /G 5<1EET //O. 5T '� � .9 � �°� �t �• �- � "` � o ° �'` � � � N T " � 0 1P tai � 48 2EMOVE Z? L.F. OF EX/ST. 8 x�o 2.C•6. SEC SETA/L w Q� �► t�• J •��� �J 0 k Q l�. h1� Jv� �► Ih (� .� - __��-_�� V` — S/1E'ET Im I` •C *' W a Q l� 7C �S7 CONSTRUCT SEW .2 !\/ ASEMENT fR C. C.W ST -` �• �- V ^ 3 W -- E E C D. D /VD. 23 0 9 (o CON�'TRUC7' 8 .o C. O/KE PER C/T Y STO. 3/3 ro�q / 3/ - rte- \U do 44. 6"CMP �x �4Ok�jI.W ih VOA W Al3• , N OOZ 10 N QUO 61 GoA15TR_UGT CoA G - BERM A ` ��� �'UV�J+iJ�i�V. p 2 J 0 [ I 3 3 SEE oEr,4iLr _ a 62 GONSTRUGT 30 G.S•f' /NGET, SEEDS A/LONSHEETNO. rj-g. c �• .' �, sc ••.•., s�. � .� o . � / � , : i / h V) 11% Jr 51 ooh Ay f f��-�tv h 5$ More t. AP�ovB /2w Q u� �v (ABANDONED) !1�— c?R •. -fi ' ¢ W _ 4'w / ¢ ~-s�`�� F ► _ —'T' -�- - 4 "w tAL OONEo) �- F /a Y ,p e. ED/SON FUEL L/ M N ►06°',fit. / s ROCHESTER AI/�: N ►� �' /4� a4 - - - .:..::.....::. ::....:. f �'' F 8 l C. EO/SDN G!/EL L/ME �A$ANOONEO) :. ::.. :...:....:....: .. .. --x .... G• J, ti ,, - j � ASSESSME►JT 1�15-TR1GT 82 Is. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS �.� \ W 1` K 4t� CITY OF RANCHO C U C A M O N G A The existence and location of any underground utility pipes or structures �� . 00 h � shown on this plan are obtained by a search of available records. To the /VOTE GALL E47/94914P/PE1/NE 0 a there are no existing utilities except as shown on P ti 3. filVC� TERM/NAL CON/PANY 48 p SA4W&6UT ANO RE/Y10t�E' E best of our knowledge -�1 C. ',PEi1'/O`E Ei►'/S7/.f/rs �~.�"UEG PLAN AND PROFILE g ti HR 9• PR /OR YO E X CAVA r,4 �AITE�iENT ANO B,45E, these plans. The contractor is required ti). - Jake due precautionary measures to protect the utilities shown and any ether lines or structures p f'3/O) 223-/V27 RAY 9PAuLp!/y0 Q lel//T.y �X/_T1,Vq SECT/Oit/ /-L!/-0 /;4.C. not shown on these plans. y�1 q0 /NSPEGTOR. \ All contractors and subcontractors performing work shcwn on or related V to these plans shall conduct their operations so that all employees are �0--t1�`�/� --i'� 4�`i O provided a safe place to work and the public is protected. All contractors and subcontractors shall comply with the "Occupational Safety and G. s,Jq QFLETE 3 V FROM PA. /9L7�4./33 ro srA. 19840000 9 . Health Regulation" of the U.S. Department of Labor, and with the State of California Department of Industrial Relations' "Construction Safety Orders." J� h�/Gym Q APPROVED BY DATE 3/ The civil engineer shall not be responsible in any way for the contractors' and subcontractors' compliance with the "Occupational Safety and Health t q• y 3 Regulations" of the U.S. Department of Labor or with the state h` / w0 CITY ENGINEER - R.C.E NQ 23889 California Department of Industrial Relations' "Construction Safety Orders. of / ✓.SR. A4.7&Zz14MSON RECOMMENDED " Contractor further agrees that he shall assume sole and complete re - 17 -762 sponsibility for job site conditions during the course of construction of this project, includingsafety of all persons and property; that this requira- - /7782 ,fKYPrlRK F3LV0. p I y de/ete pas shown inif9 er�fi�eo v6 2/6rRJ //pry T. K, �i%6�9 �u DRAWN .. SHEET ment shall apply continuously and not be limited to normal working hours; 3. R%ser�v/6 Gti1F'on �V. 9�c/B of5t { /fl i///VE CAL/F 927/4 and that the contractor shall defend, indemnify and hold the owner and R.R.`f/ %/� g 19-2220 36 OF the engineer harmless from any and all liability, real or alleged, in cer an T1;MP. GA.P• R151:K ANp LAT• y•17.GONNEGTION Folk nR %6-210,Y It•J.MULL W9fr? A550GtA-reg, TK. 0801 -V10 CHECKED 1-1111 tion with the performance of work on this project, excepting for liability /jQ(�/ DRAWING N0. from the sole negligence of the owner or the engineer. 0Y t7A?!; 6 VAT Fr.C•E /VO, _ — t arising og Q VleVM0N Oe1 SPCRIVTIOW WGINEP-9. 611YAPPROVAI, O �••9'y�Sai/9 DATE' ? 3-/982 F/LE NO. �� '� w r 0 I% PROF/L E 'R /� SCALE' /H0r92 /u=iv' BERT. /"?4' Q 0 4 ° W (ABANOONEO) 2Qo N 0,0// 106 „,. �s 's 44 a /lo E,risr ar. -,eAl CaN��rR�c-r�o►.� �o-rEs 444 COIJSTRUGT T$" R.C.P. C$SO-D) 36 C400STRUGT Colo" R.C.P. (1100-D) /¢ C01JgTRUGT MAUHOLS "�X`Pa.R c rry STv 510. /5 CO►JSTRU(:;MAUHOLE " 7M" PER c rr-y sro 511 . /G CONETiPUCT 8 -,q C. o/ -L- • PE2 C/TY STo. 3/3 d CONA5T[ZuGT ?4" 2.c.R (1060-D) O-- coNSr 3 -.4.0 . O!/ER COMPAc7EO 1vgT/vE SO/L .54 COlvsr. CSP /NLEr PER pETAIL ON SNEEr Sf>' �— CL?NSr Z¢" R.C.P. (4s00-0) 37 CONST. /8" R.CP. 0;,000-0) '10V s¢ br 0 9940 �► s� 5q' ,9; A 8 0 �a k, QR�19 0 G>; 1 s� r S�ll✓c!/T ,4No RE�JO✓E EXIST ,tel• C. �fl ✓Eiti1ENT QNO B `".E, �P.E�'L f10E I41/7// ,EJC/ST/it/.�► SECT/ON �'G l/S / ~.4•C. E FGY.�' .5E.4L OdE.QALL. \J viln , R/Y.UF. STFf? AVS= . BERM DETA/L M NOT TO SCALE TYP/CAL BERM AROUND CSP /NLErS ON EAST S/GLS OF RMYESTER A/EN&IF STA, ZO/ 00, 00� 2/¢ (00.00,_ ZZQt4� QO lo -914. X. C. -OISONAM.94 ZIVdr EX/Sr. BER44 G�,vc �.�aq-v�ovEoJ S.�E IV - O "W (ABA, NOONE �r T— � M > SCALE . It --40" ASSESSMEIJ-i' SIS-TRIGT �$Z - � CITY OF RANCHO CUCAMONGA PLAN AND PROFILE .POC11465T4'ze L Ilve 190 srove" 4ae4ll(/ r -,90M SM. /98 f 00.00 TO STA. 2Q7 f 00.00 APPROVED BY DATE CITY ENGINEER R.C.E NO 23889 DESIGNRECOMMENDE N/LL/�USO�II � SC'HM/D 01, /7782 SKYP,4RH ,BLVD. DRAWN /RV/NE, CAL/r 927/4 SHEET /?/7W 714) 4 -2222 37 OF� CHECKED v 4 ND. /?2 6 /6 / DRAWING NO. o.s.s.��s,,S a.�TE'2 3-/9B2 FlLENO. 14110, JN. gig2.5r /fl7 -7 `l - 2/6 2/7 K C 246219 ,2 I' j 220 22/ co' GD' P,PO,o0.5E� 0,PW4 'T AND STORM ORA/1V \\ ivEiP LOG.lIl�/000 �/�/•t/E��P/.fly IlM � I \ 5EE S.yEET Flo. '�<o t A =4,5' 6,4.50' b I 8 = /B" F= ?40' 50' 0-2-1160, EX/ ST. 8E,elv1 &e ;"gRIES I o,4R/ES VAR/ES j1AK1&s 30'-44' 30'-d¢' 30'-44' 3O' -C4' Yf�R/ES YARAr, I 1//1R/ES 3 '� VA 2 % h I v � � T. SE�'T/OPV MGUS /"�tC. SEAL OIiERALG `l' F?EPGACE F�/sT. SECTJO/V PLIAS /' �.C. FOIj SEAL OYERALG REF3.ACE EXS TY�rCAL sEcrrOiv TYPICAL SECTION ROCtiE,S'TER AVE. STA. /92 �.S4ST TO 2,�Z OO�S'T. ROCIIESTER AVE _STA• 222 NOT TO Ei NOT . TO SCAL E - 222 .w 223 2z4 225 . .- / y/ ty'� �► _ Q .. fy: -- A W EX/ST. BERM -- Q -0- �, 45 SEP. $ O y SEE BERM OETA/G'iiJ' SHE6r1' 3% 4. \' �� IN E.f/p OF E /ST..4BAit/ . 8"FL/EG G/i1/E �C y RE/�i/Of/.4G , cvD QF �/�E TO BE PL UGGEO Q iGiAl/� E.Y/5T/�!/� �, Z///E t'e<4014X 04'-54a l� S,AWC!/T 4/Vo G. \ � �c �A!/Eti1FiVT ,QNO 8,4.5E' .4E'PL ,4CE rh a W 14117-1-1EX/57I-lV .5EC7/ON FAL !/5 O//E'RALL. �h N �N N o��W Nti GOIJSiFZl�GT101J 1...)OTES (43 }--C01J4�TRUGT Cc�'R.C.P. (SSO�D� /4 �' GUUSTRUCT MA1J1-SOLE N AXM PER C 1TY STD 510 MUNSON � SCHMID /7782 6'KYPRFIK BGVD. /RV/NE, CAL/F. 927/4 ti/ 4 - 222 2 . R.C.E. No. /ZW /962 F/LB'NO.� C0KJGT1ZUG7 64:2," R.C.P. (850-D) 00, /5 CO"5TRuGT MA,AJHCd6-E J. ".."PVR CITY STD. 511. 4� CON 5T;Z u GT fo3" 2.c.p ( 101 so - D) /(o CoAlf- l'C UC T 8 ",4. C. O/.YE RE,P C/TY yTO. 3/3 ®-- CONST._ 3 - AC PA vEMENT OVER COMPACTED NAT/vE SOIL IZ CONST. JUNCT/ON STRUCTURE 'B' RER C/TY STD. 508 7d Corm 'T. 18', RCP CONST. CSP INLET PER DETAIL ON SHEET 5B ASSESSME4J-T C:��STR�G� 82 — '� CITY OF RANCHO CUCAMONGA PLAN AND PROFILE "?0elle5or e .4y4eo(1&46 L hve /901. S4r0o'e ! Z,?Z4/rl/ FROM STA• 2/6 -t 00.00 TO -STA. ZZr X00.00 APPROVED BY DATE 3 �� CITY ENGINEER R.C.E NO 23889 DESIGN �R 4 ,,,� r. MUNSON � SCHMID /7782 6'KYPRFIK BGVD. /RV/NE, CAL/F. 927/4 ti/ 4 - 222 2 . R.C.E. No. /ZW /962 F/LB'NO.� RECOMMENDED � SHEET �3 �oF DRAWN R R. w DRAWING N0. �n��� CHEQKED�s W. 2/lt/ � �� E. •2��iJ 30' ' � S'lsT.t. Z3Zt7fo 51 SQA. Zi/s 7�0 � TO L�Jf.Lg-O TOZ33�t� � L `Y. t i Ex/sT. GwuwO ExiST. A.C, pircN ROC/IES 7'462 A 05.- TYPICAL SE -G T/ON Nor Wo SCR & C 226 _ 22� p29 230 231 232 STORM ORAIN CU/f VE OATH d 0 L T r ...K. 45"4014911 4✓,00' -m 7,77 /9.42' , r p29 230 231 232 STORM ORAIN CU/f VE OATH d R L T 0 45"4014911 4✓,00' 36.66' /9.42' /1'.Cit'Oc%� E.r15Ti,�1,��' d••F!/EG/ 10 � �� N N � ,� � 4 NOTE' Wh'6V EXCAVAr1Nrj OBER S.C.E. L/NE CO1JSi'FtuGT101J tJ0'TES NOT/FY S.C.E. FUEL R/PEGIM' 0,9eRA4/0NS - CavrMoL. CENTER48HOU,Q,S" /N40MAVe. So' So" PryO/VE (2/3430-79, 5 45 co►asT>rtvcT X03" R.C.P �85o-v) 44 90 '� V4 COUSTF2UGT 76 FZ.G.P. (850-D) 3 � 4 e Cow SZRUCT T8" R.C.R C 1300-D) 0/' (0x07 )9Z9f'/B.&0' To Z3/t00 W /5 C01JS-TFtUGT MANH0L.E "JM� PE2 CITY STD `510. A VA2/&rs Fzw e/'@ � COUST FZUGT 40 w 4' N RE11JF0RGEC� C01JG . PDX ** /9'(OilSTA. t29f8`loTO Z3/fSooG � b � j W �' J * ✓st.ElES i",W Vol G� ZZ9�/B.G3 To /9 a Zt9-18906 CON6'T?UCT' 8 "AC. O/f<E PE2 C/7Y SrD. 3/3 ��5O)--- I /� s,e sy �.J COIJSTRUGT TFZA1-�S1TtOtJ STRUCTURE (03" R.C.? To I0'X4' R.C.Q. QER. DETAIL SNEET N0. 57 cOUSTRUGT TOAIJSITIONJ STIZUGTURE 10x4' R.c.ep. To 78" IZ.C.P PER. DETAIL SHeerr mo. 57 Ob C-5-TPUCT 84" �P•CR (/300 - o) 2;1 SC a eE TD N,47. GR. /0 CONSTRUCT CATCH BAS/N ?#/ PER C/TY STD. 502 w1r11 LOCHL DEPRESS/oN C/TY yrL) _5/d CyES74 6R A V& - T YR/C'A L S6:CT/O/V �--CorvsrRUcr 2¢" Frc'P (i000 -off 19 INST,4L L Tf?AFF/C MAf?/IE�PS PER C/TY STD. ND. •�o,� /VOT TO SCAG E 0� 23 SSE s117' NO ¢3 Q tli I c T 50 1 � ,e�Co�cL�Z�UOT/oft A.C. O�CN� t - - � -+---- •Q C• O tTCN w-- � � 1 1 I 4 209,,f -0R. e7 ��.✓T�STl 3 00 O4 BT'Y ST 233 (59.215.0.11411 ) = 233 t59..l5SrO 0.40<) SEE ��JEB t 44 ASSESSMEIJT DIS -TRIC -'C' 82 - � - CITY OF RANCHO CUCAMONGA PLAN AND PROFILE SPO r//4eSTele A!/E�UU� - FiE'0" STs ZZ5000. 00 rte STA. e" -440.99r r APPROVED BY DATED CITY ENGINEER A,���++ �l �+CNMR.C.E NQ23889 DESIGN ;YIZZI�I V90N 1r �JI© J. RRECOMMENDED . � M. T /.e�l� /7782 SKYP,41?K f3LVO. DRAWN /RV/NE, CAL/F,' 907/4 SHEET R, R. W K7 9 - 222 `�� OF CHECKEDR /726 DRAWING N0: y c�E. tiv. o. s.s.� oarE Y-3 /090 LElvo. 1()Li9 ,. w 80257 .0 i Z-1-1 SEE SHEET IV0.43 AW. OM704r ay' as ov' moo, I I j ii 1 I 4r j/74 i. b u W, oQ�W Fvcc SEE Rzc�r/GE .e-4 I 0A/ 5He6 r 4r- d I, d 14 AwrCy N d of N N �— .44 t Y � ` 3CP 74'%0' (f �t W C SEE SHEET IV0.43 AW. OM704r ay' as ov' moo, I I j ii 1 I 4r j/74 i. b u W, oQ�W Fvcc SEE Rzc�r/GE .e-4 I 0A/ 5He6 r 4r- d I, d 14 AwrCy / Q a ti$ 8TH. STREET I � tih Nroti Di =36# n ' Got/ST2G/GriC�,t/ ,vor�s a% 2e CONST. 48 " R P 3000-0) 2`— CONST. 48" RC.P. (1500-D) ®i --- CONST. 3G'' R P. (1200-D) 53 CONST. 30" R.C.P. (/Zoo -v) @—COMSTMANHOL6 'AX " PER CITY STD. 5/0 /S CONST. /VIA/VHOLE "JM.' PER C/TY STD. S// 54�---- CONST. CSP INL ET PEf2 DErq/L SHEET No 5a /7 MN8r 7eVP W490AIRY PIPS G'LOS'1-IME PER 0&r414 oN S/,/T. IVf ¢4? 32 COR/5T. COAIY r 8 Sro. 3/3 3e CONST. 36" 2G.P. 35 CDrt/Sr. CONC. P/PE SUPPORT PER L.A, C. FC D, S'TD. Z2 AF4 //NG NO S 2-D173. / TO ?-Z2173.3 SAS c�r�,��.yoy� �,✓ry .TAI v �. �` - � - , q W 1011771 1+ ti 0 Az,o / SiC.9G 4r / .1,00ra. SEE.t/OTE67AI EET NO. 43 REGARD//VG P/PE' SUPPORT . N d of N N �— / Q a ti$ 8TH. STREET I � tih Nroti Di =36# n ' Got/ST2G/GriC�,t/ ,vor�s a% 2e CONST. 48 " R P 3000-0) 2`— CONST. 48" RC.P. (1500-D) ®i --- CONST. 3G'' R P. (1200-D) 53 CONST. 30" R.C.P. (/Zoo -v) @—COMSTMANHOL6 'AX " PER CITY STD. 5/0 /S CONST. /VIA/VHOLE "JM.' PER C/TY STD. S// 54�---- CONST. CSP INL ET PEf2 DErq/L SHEET No 5a /7 MN8r 7eVP W490AIRY PIPS G'LOS'1-IME PER 0&r414 oN S/,/T. IVf ¢4? 32 COR/5T. COAIY r 8 Sro. 3/3 3e CONST. 36" 2G.P. 35 CDrt/Sr. CONC. P/PE SUPPORT PER L.A, C. FC D, S'TD. Z2 AF4 //NG NO S 2-D173. / TO ?-Z2173.3 SAS c�r�,��.yoy� �,✓ry .TAI v �. �` - � - , q W 1011771 1+ ti 0 Az,o / SiC.9G 4r / .1,00ra. SEE.t/OTE67AI EET NO. 43 REGARD//VG P/PE' SUPPORT . /' A. c 8 ERM DE TA /L No SCAGB TOP O� .4 C BE,e-v LEYEG (2r //ZZ. za CITY OF RANCHO CUCAMONGA PLAN AND PROFILE L//UE /9D STA 4 3 4 9.35 ro SM. Z44-10000 APPROVED BY DATE../,Ag � CITY ENGINEER R.C.E NQ 23889 DESIGN (.f//LL/ A/0VAI oe,. RECOMMENDED J R. A4.7- DRAWN .TDRAWN � SHEET />/¢)y¢�- 222 R R. 144 Al O "jp CHECKED 1� oe- /?Z�i/ DRAI+VING N0. �. S• S. OATS ?-3- /982 .�/G6.</O.T I C) Ll I of N N �— /' A. c 8 ERM DE TA /L No SCAGB TOP O� .4 C BE,e-v LEYEG (2r //ZZ. za CITY OF RANCHO CUCAMONGA PLAN AND PROFILE L//UE /9D STA 4 3 4 9.35 ro SM. Z44-10000 APPROVED BY DATE../,Ag � CITY ENGINEER R.C.E NQ 23889 DESIGN (.f//LL/ A/0VAI oe,. RECOMMENDED J R. A4.7- DRAWN .TDRAWN � SHEET />/¢)y¢�- 222 R R. 144 Al O "jp CHECKED 1� oe- /?Z�i/ DRAI+VING N0. �. S• S. OATS ?-3- /982 .�/G6.</O.T I C) Ll I h 30' 04W MA TCN EX/ST. 30' / 9.5 aiC,4Lsar,' i "a 0D' ly V= 40.6¢' D, = 30" re. 61G A MAO. 06 FUTURE R/w F!/TURE C ra 10 Farelwe c 4,-a Furv.PE ,P/w V= Sot' Z2, — 3D• CO�t/ST.�?UCT/O�t/ �t/oTES /e CONST. --w RCP �--- CGN/ST 3o" RCP (12.50-0) 66 CONST. 3"A. C. PAVEMENT OYER COMPACTED NAPVC 50/G. /5 CaV,9,r. MANHOE.E "✓M" PER CITY STD. 5//. /6 COrU3T. 8" A. C. D/KE PER /T CONST. 7EMPOA4RK NM-50NARY PIPE CLOSURE PEK DErA/L OX/ 5WEE7- .UO. 449. ,5�-- CONST. CS./? /NGET PE".P OE'TA/G 8f/EE7'NO. 58 I i 1/-4R/ES — i71; o� oo c -p o o E•Y/5T. A.C. BER^'1 -rO 66• P20TEC T6Q hV CY.4CE VAR/ES •VARIES r — �� REPLACE E1'/ST. SECT/OrV PG uS / A.0 FOG SEAL OVERALL Re26-A4 F.STE'R 4 VE -- T YP/CAL SSC7'/0rV Sr -4. 297-100 TO 5r,4.) NOT To sc- 4G E �5.�E5✓ti1Eit/T o%ST.Q/CT 81-/ CITY OF RANCHO CUCAMONGA PLAN AND PROFILE G//VE /00 STo.�•� �.�,gr�y. ^,ro N 31.- 2e'¢ " 00.00 O Sr,4. 246, 4 50.00 APPROVED BY DATE a 8� CITY ENGINEER R.C.E NO 23889 DESIGN wItI.R40400A' A::r11A1/L7 RECOMMENDED / M.T. />1Q29•/lyi�iiGfi/! •" LVO. ��i� DRAWN /iP!//.t/�, L.4L/ff 927/¢ SHEET R.R. H/ �7i•�% S �9- a2 22 42 of-' 73 CHECKED �! ,� /?2�0/ DRAWING NO. D. S. S JStrrS 0.476= 2-3- /9B2 oollw1lo. (()LI CA .,roe Bows 7 I H/O DerAll 6CA I E: 11ORZ. /"=4' IIERr P-4, 104.4 PIR,ZIA; P P10'0,4X4 tj &1.07sv- or.000, 17-av` LINI 3 ml 2-18 4 Ale 1.940 SroOW" 49A. %//i/ alle're 4e I ae.z 6f. eA;ee4vlXo- 1-w, ",4zv. Ayf :�?7101op cous-TiRucl-T R.C.P. 0000-v) •f".4c: cc)Q-ziTRUc-r a V" -'60 14 APPROVED BY DATE.46ieA2= .5- (3000 - V) vu�cicricvCITY ENGINEER-- R.C.E NO 23889 CITY s-ro. 5to. ciry tr77��. 000. 14- DESIGN RECOMMENDED 0 t!�clllwlll) COtJ6TZUG-r c94" O.C.P. (isoo-v) (4)—'"wr 6-AXU OA5;W Oe vC9 1%0?- Wl-rH R. 7. WILL 14USOAl 4y e00.4t A96rRle'516-1010" Re,e ClJrY .47,j;l. AOIJ3. SXYP41?XA;(-vv- co"sTrzuo-r ;,gow R.C.P. (I --!,00-v) DRAWN SHEET A Sg -C DATE E 023889 RECOMMENDED �4E M ED S a CoAi Or CSP 1A16 a* r perg oarm /c oxl .�;woc r 5a. .92-71d SHEET 9- age 4,33 OF CONSTIZUO-r 8,:A" ;ZC.P C -3,000-D) R. R. W. r Pane c,7em /4 w swr n Ct9A1Srle.11c7, 61all1a. a6l leFlm"ll? -.91w. Nv� g/p- cova . capwoopqeA CHECKED e. No 1AV6 DRAWING Na XrCoAlr?r j3"'A.c. z;,IA-_4r p6 -,e arry ivro. V1 OLI CONSTRUCT 6161,41C. PIPW MRPORr D. Z2, 0,f,4X1A16 3. ••S. D.4; /962 e A lo. J. N. fO Z5 I 255 cvWvie ,9,444 R G T 4oSv'oo 1 Or500 35341 /8 0¢' 25 uu 963 252 V= 6.97' DZ = 40' EL6V. A'— it '_ q �OhtilO Vh�pO Om .V4 utiN�� X49 COIJ ST RV CT101J ►JOT ES 43B C01.�STRUGT GCo" R.G.P. CaGiO-DJ /¢ GOIJSTPUGT ML�IJNOL� "A'A10 P�-FZ GI" .STD 510. ¢Zd COMGTrZUCT Cao" gr,.P, ( 1100-D) /5 CONSTRUCT MANHOLE I%J CIA" Pr --R Cyri STD 511. (9 -CONSTRUCT ,4d " R.C.P. (j000 - 0) n Come- ZUCT C.SR IMLET 9E.2 vETAIL SHEET No. 5R. 248 p • I ' S i 23889 i r QED 73 • ap -Will -B- P mizam-, 19 /to rr E S S11 c,;zD Ajs-v -rA=Ljo7-1 Aj COK15-7- CAJ-CR MO. I PEEVZ- CFFY ---:-,T-C) - 50 'a - C09S-i CATCK 15A-SlibiiiiI �40,-5 PER- Cl -r-(. 504. cc 0— Exp, 3-31-10(R14)Jii, 0,4>AIS-77, 11X 7- Y C1V1 15 — 0.4� Aiii 7-: A1,00i A- AE:- �rM (?� DA - e 53 c CONST. (2.c. p. (1500-D). CONSTRUCT 18" R.C.P. STORM DRAIN AND CONNECT TO EXIST. CATCH BASIN. 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IS+00•00 CIMI G=�t/Gi/rt/G=E' .PCC it/O. 23 s a9 �Y 9/G'rt/ L G.L�'•C��✓00/� E.</O/�t/EE,P/�t/lt PEC 4W �n.a.rn. 9U,E�!/�!//•t/l� CO.t-/P. /�t/C.ZV 1:,V49111V 380 Gf/�041.�!/LL �G!//.7 gNEET u•v• R -W, AB.1,A Apn_iA C//`� ` �.i�.�.�.4�.P. C. E" �/O, 910► ( d Ll �o T r r � I I j h i i E ( I i E k G 1 f I i r F t I i i f { r i C f � i t I j i 1 I � t i ( I } i i ( i r i r 4 i i i i ( S J u N Ol-9C•P//�T/O.c/ of ,CSG=�//9/ON V..4rE .4.0.0,E �lggC09,W,,6r&r VigrrrCr 52-I /., &lo /v/?aF/443 Vora,~ evevwIeV CL0NST!-FLIG' 7740 TES : 14a--C'nNST. MF�NNAG!�' �xT�l�v/d C'/TY STO. �/Q �5 — �GNST. %�c9 NHGG.Q rc% �F�Ls R C/ T Y lCo a CONS"• 6 9 " [Z . C . P. � � S o - �� . 6G E' CONST Cog" CZ . C . P• 110 0 - D� T U-NiE. 13 F - h STA- 13 +42.4.6 To 5TA. IS+00•00 CIMI G=�t/Gi/rt/G=E' .PCC it/O. 23 s a9 �Y 9/G'rt/ L G.L�'•C��✓00/� E.</O/�t/EE,P/�t/lt PEC 4W �n.a.rn. 9U,E�!/�!//•t/l� CO.t-/P. /�t/C.ZV 1:,V49111V 380 Gf/�041.�!/LL �G!//.7 gNEET u•v• R -W, AB.1,A Apn_iA C//`� ` �.i�.�.�.4�.P. C. 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( 950-0) - �#0--- -CONS- COtC'fLETE C0! LAK P� O•C•E,A,A. STO• No - 317. / III wM II I - 101 lyl � 4 �II 6 I I I - - , 11�� 11 --i CON5T log"2•C•P•®a 4 1 (-9!1 0 0-) i-• 1 I I 'Y /7E9CP//cl/ON OF lc -E X/9/O/v iJLIr.f -I.00,G- ;I C17P Off' AP,gNCyO C!/C.4Afo9A1Ia•4 ,490eO011e1Vj* V1.4TC/CT 52-/1 1 ReAM lL&V AP4?,C'ZG6f VAVW' " V,,r?.411V ' UmE. 13 F . - " --STA 15-ico.oO TO STA. 'ZOO 30.00 I ,t o,o,PO(/E/0 ,VV /J1gTE - C/TY dMal�t 4FeW, ,PCE AVO. 23889 1JE9/G'.V PEG'DrGlti1 it//�E/> , 1.,.,,. CO -A1VO/> eX16'1i ee,e/�f1,V iA.a./A • Q 9VA*;:1f/�Y/NG7 COtifFP /if/l� * 42'04W'v 380 W.. FOOlf!/CG l9L1//9 `f��ET 4 , Ae-' 4G TO, CAL/FO,P1t///4 11 � 8 //1AD�It� (7/4% 879'- ✓�'O/S `�' '� C<l�,C-E-lJ �P�II�/i vl� �v0 J..S`ms /� /25:- --;_ IN a- F/LEIf/O. r Z ti loo' OR.lGt1.(AI.. R,►GNT-oF-�VAY 11 CONST 4'L"2. C. P. G (IZoOp ) f�. Io33.ob 4 �°i ' FL•QZAIN 1092.2 \ ° IL its / /moo/ O� 1 0- M — YAfZ1E5 I,- 3 -*1 "u"tiAMS • � _r 1 42 KAP f� . - - == - 42"4,c.P. (teo0o) agici< LAID Lcty--T-R WISE -• 2A\_ AND MCR.17AMEO Sac-r10N ELEVATION DETAIL T= tntw�►rc� Pips CLosucze. ...-- 'ts It t r";f 4 '4 t -,ZAGS - Il , CONST. TF.Afo(LAre-Y msomrf PIPs c[1o`` ms PEfL DETAIL -THIS SHEET. FAQ 23 CQP15T PC.CONCCZETI= ColJ.A2 PEv- DE-wu 7i4ts SHEET. 38 ° CoNsT. 42" R� c • P. ( Moo - D) 53a CONST 4z. R.C.P. (1350-D) Ssc:r(ON 'IW -'5" Iia -•=I = o" > _- r IV � 5109. DRAIN E)F.- I L. 1 , Il Q QESCCUpTIoN OP REVtStoms IDATIS ( AFm CITY OF RAKCKO CUCAMONGA ASSESSMENT •DISTCZIGT SZ DEER C2EE1< �t-IANNEI. TRADE/AARK S511ZSET STOMA D2A1 M -- STA-.- 8+05.Gb -T4 5-rA. 8 +29.Oc> ANFFMNII� Eby [7ESlGtJ N.V. M.B • !/WD21D orr.�wu cta aa ILO�- R•GE. oto. 23889 LACK\ o Aqo WtVeOLCi CO/APAN`l , LNC .�--- 380 \YE5T FO0714IU_ BLVD • SHEET ?-1At-X01 CALt FO leti I A 9237 < : (-714) 8-15 - 5015 449 oF: 1 n DRAivt NG N ^�'- 2c.E t1o.9101 ORl 3 E Z. I) , ST 5►trt (Ia J ( , � � > H h SEE SHEET i(/o. r Lu FOR/"too", �,� 1 y._ 0 0 ,OETA/LS • I I) N 2-GA4 rC '--ate � _ — I"P. GAS7RENG'AI REPA/R Kl '-n3ro'� IIPElMv . �/2� '*' �` EOG: PAV/A'T,���py yam,� ` I I I - - -- - 3 - �E'J 1� 1 Z� 6Y arr -� cel "� T 1213' . �.d. y _ . , 1 9 1 ll�� 3-V V'S / 1Z74 y. t. _ 5 4 O U44 ve- DATA T>3/•5/' Ory ac- gO/j r'.4 rpt® %�,C-'C!�/`�'MGsNOGrO ay 32265 1 c9 p�rzo vdc� �C3 y ��,r,.-.•�. _ � 4�6 7 I lJATC /. a A Ce 0 /V 5* rl rw w /V,::--$ 7 C .5 wsr: �MANH"o 4,4F ;4X "�.a-ia C/ 7-.Y r0 • .5X90 0/ r y �'r�. �'�//,s-� �- �..�,.v.� -- 20 --CONST• P. C.C.QUTTEZ pe?- CITY ST0.3p$�PIP COLLAfL L�ETNL TH/S 5Kc'8T. - _ z► --G'on.r � �: Uric. � r v �. //irs • Cwss'�Nc pc=rr Ov j��/L T�/s S'�.�ss -r li CnnlsT, %MPc�pAr'v �sv/I�QY Pi,o C�ost�iPF' ��.2 L':-r��/G S'H.� r .49. 23 Cv /vs r. ;' C: C'. Cp L L A R,-7-A/mo 72 / ' _ �3'N,s,� T sAwtu-r 4 Rf=/hove s.x{ ST• A C. PAvelneu r 5Ass AND fZEIACE \\A EXLs Flog Pt-j.>G 1 `A • C . sFA -ro sT. �d- coclsT moo"R•c•P• �ttoo-Q)• 43 CONST 6G" 2•C I } Z. I) , ST 5►trt (Ia J ( , � � > H h SEE SHEET i(/o. r Lu FOR/"too", �,� 1 y._ 0 0 ,OETA/LS • I I) N 2-GA4 rC '--ate � _ — I"P. GAS7RENG'AI REPA/R Kl '-n3ro'� IIPElMv . �/2� '*' �` EOG: PAV/A'T,���py yam,� ` I I I - - -- - 3 - �E'J 1� 1 Z� 6Y arr -� cel "� T 1213' . �.d. y _ . , 1 9 1 ll�� 3-V V'S / 1Z74 y. t. _ 5 4 O U44 ve- DATA T>3/•5/' Ory ac- gO/j r'.4 rpt® %�,C-'C!�/`�'MGsNOGrO ay 32265 1 c9 p�rzo vdc� �C3 y ��,r,.-.•�. _ � 4�6 7 I lJATC /. a A Ce 0 /V 5* rl rw w /V,::--$ 7 C .5 wsr: �MANH"o 4,4F ;4X "�.a-ia C/ 7-.Y r0 • .5X90 0/ r y �'r�. �'�//,s-� �- �..�,.v.� -- 20 --CONST• P. C.C.QUTTEZ pe?- CITY ST0.3p$�PIP COLLAfL L�ETNL TH/S 5Kc'8T. - _ z► --G'on.r � �: Uric. � r v �. //irs • Cwss'�Nc pc=rr Ov j��/L T�/s S'�.�ss -r li CnnlsT, %MPc�pAr'v �sv/I�QY Pi,o C�ost�iPF' ��.2 L':-r��/G S'H.� r .49. 23 Cv /vs r. ;' C: C'. Cp L L A R,-7-A/mo 72 / ' _ �3'N,s,� T sAwtu-r 4 Rf=/hove s.x{ ST• A C. PAvelneu r 5Ass AND fZEIACE \\A EXLs Flog Pt-j.>G 1 `A • C . sFA -ro sT. �d- coclsT moo"R•c•P• �ttoo-Q)• 43 CONST 6G" 2•C I cUO 10 57 000)@ ¢5% COM r. g7�.RcF,�000U�C /•58 �o IOOo�t 17 Ary A�r Ap o't = 45°00'00” (�A n A -29, Cn ivs 7-,Qucv 77 :0 Av A,40 ?- s ; r�-- Cv/�Js r. /''lANivl�s• Ax 0" ry 15 OZOAYST. /�'%r9/Vh�L�1.G 'i%M '!�6'/� C�/TY .5-VTO.Jr11&Ai - /Yo. 49. -CoNs'T 45" K•C P. 12 CONST JUNCTIoii ST[7UCTUC7E S" PE4- CITY STo• 5oa• �65 - cO�tST. 57" R. C • P. 0Oc>0 p0 . --- CONST. X00" (Z.C•P. CI I oOD.) 942 43. HMO 35[34*T' a 72 v, 1055 °� �� Q k, Q o. °� QQ ac Q � • � t x 1050�, k }� tiq n� 4 1045- A -ion } ti ° os�'► PROF/GE � N 44 v�C.4GE� NOP/z� /'s4� � M � }\� d► h� a , p + 0 04 � (GONG. 3000P.S'l� a lo4ot- ACOrYG QDTT. 7 RC. P. jTOP O,C•sO. 1 j05 r�3g�r _ l ST etw 1 JUNCTtoi`1 STizucT.+Jln„; �• w 6= 3.�5• � 5TA• 10+55.54 A}. �6"' TY�P T Q � sEcrrorV A-� l D2 = 00' I l )ZL= to 34.32 ! = 45°00'00” (�A n A -29, Cn ivs 7-,Qucv 77 :0 Av A,40 ?- s ; r�-- Cv/�Js r. /''lANivl�s• Ax 0" ry 15 OZOAYST. /�'%r9/Vh�L�1.G 'i%M '!�6'/� C�/TY .5-VTO.Jr11&Ai - /Yo. 49. -CoNs'T 45" K•C P. 12 CONST JUNCTIoii ST[7UCTUC7E S" PE4- CITY STo• 5oa• �65 - cO�tST. 57" R. C • P. 0Oc>0 p0 . --- CONST. X00" (Z.C•P. CI I oOD.) 942 43. HMO 35[34*T' a 72 v, 1055 °� �� Q k, Q o. °� QQ ac Q � • � t x 1050�, k }� tiq n� 4 1045- A -ion } ti ° os�'► PROF/GE � N 44 v�C.4GE� NOP/z� /'s4� � M � }\� d► h� p + 0 04 � (GONG. 3000P.S'l� � lo4ot- ACOrYG QDTT. 7 RC. P. jTOP O,C•sO. 1 j05 r�3g�r _ l ST etw 1 w 5TA• 10+55.54 A}. �6"' TY�P T C9. FEL/' p "' (GONG. 3000P.S'l� � ACOrYG QDTT. J1 jTOP O,C•sO. 1 G'eAOtE' IVA _ l ST etw 1 Q � sEcrrorV A-� l l w "' (GONG. 3000P.S'l� � ACOrYG QDTT. J1 jTOP O,C•sO. 1 G'eAOtE' IVA _ l ST etw Q � sEcrrorV A-� l l /40 <c `cam r, o hl _ � � �m � off' � ►� L> ,R L2 T Ito) i In O 0-0 Cid �PKc W �1 d4L CIOVOO) Z. �v Ntic 'U G0N5/.-7.?J C. P. RCR n � QQ ti� N� t Ile Co/NST- /47GlL.F. S7`!E'CF�CQoaO�[aI- cvrrs04L Al57RGP /0000 r �o 3 � /5 ,I�+Ilii i+ ii 23 24 — 29 dr p 2C /'.t: ar s r . /2" C•. �T, af•'Lsl. h/H_7 �sTR y/— 4 N ' 65 _.$' • C /? (/000) _. I /�J�4S� 03' x 6'• E, Qs A 6'3'c'91D4 L r. z4'%Pc.P A L22 =-4 , >.s vs 2-9.7.:6 I/ S = A!n _T 7.49 4l� MATCH LINE � IIS 3 O' 29� I� M 17 0 .N M • ly SHEET too. 53 GS.R INLET PER D=TAIL ON SHAT No- 58 �S -- OON S' 7: Md9 IVH zoA C "/=W -le 0/ T Y 0--- CQ Nv^ T • %L�/`�7/-���+r�AR Y �s9S�/�/RY /�/�G'r �L L� St/l Ali ��sY �' �li /'SIL. �r/ �" r ¢9. . �-G'�N5'T. 24" R•C.P. (1500-D� /4 CvN s r /�/tiiN//!.� c. �" AX " � � C�/ r y ro..SAO 53 CONS -r 3o" R.C.P. (loco -ED) �p5 cotes -r 57" R.C.P. �l000-D� /070 /!J G'S' I DE5•CelAr/D/v 4F ,(eEl//S/10i1 OwTc ; I C/ry DF,Q.4�1/Ch�O CL/C.�it'avG,q .-LA.V A�[/,v L 7 F." STA.2!0+00-00 To 15T,&,- 27+35 .42 AAP.PDYE/� �Y OATD'�L� B� C/7Y of R/G�c! ,CDC d1/DDO,E�f/G'///A'E".P/rt/C �yCD�MME Oct �'P`��`V 5'�`/EET 38D W F�DTf//•CL,pL I/O. (7/4j L { i k `' ` I G = 5, 99 i4 = 63�z9 D4• L r. �-¢• `.Q c_� c -7�9 .' z.6- r @ 5 - 4.91o' F = V sE�?,5EY 1 i r F .may( z PASS• 450 PAcSz=- 54 L=8•GB S = /o5 -p. /2 f �Y ITEM l?UANT. QUA�lT. �7UAN.7. TQT�IL' ul TbT�lL Wo. 54 ; RCP � f E 2`'RCP 9 . 9-, 7 9 - 9,49 L •F --- � y825aL,� Lj= 3 oJ" �7CP • '—' -,-- to 82.5/ L �,�. t �o"RCP �2G.�s G•� so/. /3 %�F 1228. r/ G•� MAYWOLiF. �A , (42 ",edreater� t Z f 4 EA AAAW01-9 �A'(39" Less) JUNCTION sm,"A v f ' 2 ?� FA / EA �-,3. 72' REMO 1/e, r,6M?. PIPE CLOSURE 1 EA CONS T. TEMP. f'/PE CLOSURE ! 3 4. ,0A . TRENCH REPAIR 747 1-400, 4 20 24 w 7 C. C•S.P. R15ER INLET �1 k `' ` I G = 5, 99 i4 = 63�z9 D4• L r. �-¢• `.Q c_� c -7�9 .' z.6- c9=-¢.5�ss �z •'.Pr 6'a••.Pc. P o, = z. s @ 5 - 4.91o' F = V L = 0�Q DO OD L=8•GB S = /o5 -p. /2 �Y 11fn k `' ` I G = 5, 99 i4 = 63�z9 D4• L r. �-¢• `.Q c_� c -7�9 .' z.6- c9=-¢.5�ss �z •'.Pr 6'a••.Pc. P o, = z. s @ 5 - 4.91o' F = V L = R� L =8.6%e /lJs.9.r'7 L=8•GB S = /o5 -p. /2 ul SHEET Wo. 54 Q � ►, p ,X r N } f -7---- - oeo �s w ' 2? R•C•?• 1250-A I) cn 3.ov , d H G �- �.z� HOS w/NT ._ : ,- AL100A> ` H G r1 TZ L 00 D / 040 Q .. 3 N Git n 60 R•c P, n F.L._ L h �, $TA. 27+ 2Z.�U o - �c?o-E , O s✓ � '3 C� 2 cP STf/EZv 4' i r ,n► v l U ti REMo VE E X/5T/NG b m i 51.ptj, �j �J MASOMRY PIPE CLQ51-IRB r 9$•3�' N v01 4l v.vM Q h r I. �, a Q i i Exist, Q Q p y �� N U T URESCAGE.' 4ATCRAL V4Wr&- i -r439• 7 ' e10�9 10X/5 r. .¢ >. 36 .C."•I2 Cl. P. C9 00 O) 4tj 3 0' 25' 9� A* 1 = T: ROW 4 f' *c 2' ,4 c sp. ,274o3 ro 4o/85 io' 6' 9' 91 gra _ cgs no /3' 3' lo' �'AG axe c/rr s7,, ,-50 fENKIYE 4' REPGA`Ce ADD/NG STD./S/3 C45E I 7'ry /-GAL: -_ S6C T/0,/V n -- Fuf�ra C.B. A 3 Ws /6' , V = 5.103 '� ,!1 `' ` I G = 5, 99 i4 = 63�z9 D4• L r. �-¢• `.Q c_� c -7�9 .' z.6- c9=-¢.5�ss �z •'.Pr 6'a••.Pc. P o, = z. s @ 5 - 4.91o' F = V L = 4.07' L =8.6%e /lJs.9.r'7 L=8•GB S = /o5 -p. /2 M ,TCM INE SHEET Wo. 54 CONS MUC rION NOTES -- ST. 24 "Rc/? /SOC) - O • -� _3o-",�E�-- z a 'CON5r. 4a (gopf�) !4 CONbT. A4 E "A ,vl PER C/TY SrD. 5 . __._ E'O/V�r; . MANfI©L .. M N _PEh�---�✓�'Y ,-Sf� Co/YS T TEMP OiY Y /FE CLOSURE* PER DE T.4/L SH r NQ 49 ; .5. P. /nr - PE T,f--�v-sf+ - t4��ar— !� CONST JUN /OJv/ CTU "A" PER C/r)- Sr,0. gog Pl.4N� io CONS CA TC S/ # i PER STD 502 W/1'H " QUAL o /v1t/ PEAR C/rr TD • Wl TH SrD . 1 GA7TU-f BAS/N 3 PER cry - S EP�t�ESSIaV PER C.17 -Y- Sr -b .51 - C MOVE rEMP4-e�Y' 4-L4SONRr- P/PE CLWI-IR,- ANIS . C GT' .r r Q � hN a0 m V th �h N� % M C a �V s r. 27 -• ,-f 4 (50o 0 Q 3/ 323 3� i A G = 5, 99 OD' @ 5 - 4.91o' F = 1--17, L = 4.07' /Z : /05 e�. 56, S = /o5 -p. /2 CONSTRUCTION NOTES 12 CONSTRUCT JUNCTION STRUCTURE "A" PER CITY STD. 508 (SEE PLAN) 14 CONSTRUCT MANHOLE "AX" -PEAR CITY STD. 310 17 CONSTRUCT TEMPORARY MASONRY PIPE CLOSURE (BRICK & MORTAR PLUG) IA CONSTRUCT 27" R.C.P (1250-D) - (4 L.F. STUBOUT) 2A CONSTRUCT 60" R.C.P. (900-D) 3 REMOVE TEMPORARY MASONRY PIPE CLOSURE 90 REMOVE & REPLACE 8" A.C. DIKE 91 CONSTRUCT 4" AC./4" AS ea co%T 40' iE'l//tel' COA7•�? /�l/G'. �.z.-=-•" ��Fi�9» , Off' a •.....,PCE. �f/O. /o I2P4O '4 /i/O., ' t Gl - 05, Jl f QD I 0 •I + 3¢ 1010 b 17 1070 10110 �� 1070 H.G. , 2¢" R.C,P (IZOO-D) ml H.C. • 4 �• ._ 54•R.CP.{1000-d) � @ !• n 1070 �c000- 0)0. R• .. � Q� � 33 K.G.P 3 z V (1500 - t7) Q 0 ' _ 0A5 ' FID 11rQ�a�,44 � ¢ - 1045 Pti � .,► ��• ,gyp C FCITURa � X 0�lit IN �l 4 a� 1`0 ti N t 1070Q _ - 4._ 't.o6 ] Q V ��\ N 35.28 l35.3 AT Er i?/A+ 1 Q Q Q 4 -ATO RA Q LATI! RAL. ' ' L /070 m¢ -- q.. • it d...... -...z. -:7, I u • ^ 11 L - u� t �. - :.:-7 /Ol5 t II oo �?as= /_.�t cFs _ a�•� =.. z �} j 09 00 . - ..- a } W.Cj 39th. I� -- Vtin t Q �e •� h ° �°gym �Q�' � �0 + �i M tIn (� may. .•�. M V ' m y O � � CONST (l7•�7 G.�' Go fp � A - i _ 4 CON T i2CP 90 T. 411.85 t• F•CONSa 7�0.50O c O o 3$.744 4. _417. Go 33 R• C P • �I-Q� D.�i $ -/o c'a 43 W 2 ' Y X5.:5 4 -9CO' F , 1.77' a . 2. 00,ete, ti - ¢•o7, V.5 = 2.74' !O(c5.57 s : 1060. ¢9 �r tjf�i 0 h 4q aQ�4 33" R•c-P.(Soo-0) C v.6(� Q /070 Q2$ - 30 •s7 c•£s c'a 43 W 2 ' Y X5.:5 i . 4 -9CO' F , 1.77' a . 2. 00,ete, - ¢•o7, V.5 = 2.74' !O(c5.57 s : 1060. ¢9 i . A'_ ¢5-00'x, FUTUt a . 2. 00,ete, 4.14 L � 4 V.5 = 2.74' = 10653! . RN CONsr, 3Oo-G7 L,F. 33'' iZ•C.P• �i5ao-�� @ o•I ' T CONSTRUCTION NOTES ` (FUTURE) - CONST. CATCH BASIN #3 PER CITY STD. 504 (SEE PLAN) 12 CONST. JUNCTION STRUCTURE "A" PER CITY STD. 508 (SEE PLAN) BCONST. MANHOLE "A" PER CITY STD. 510 15 CONST. MANHOLE "B" PER CITY STD. 511 (SEE PLAN) 308 CONST. 24" R.C.P. (1250-D) 17 CONS!. TEMPORARY MASONRY PIPE CLOSURE b4 CONST. 33" R.C.P. (1500-D) 34 CONST. 54" R.C.P. (1000-D) 42A CONST. 60" R.C.P. (900-D) 8613 CONST. C.S.P. INLET PER DETAIL°, SHEET 53, WITHOUT BEND 94 REMOVE & REPLACE 8" A.C.' DIKE 91 REMOVE & REPLACE 4" A.C./ 4" A.B. 410 + ul ti Z W LD �, 3F Lij u,?CP . eiro &,o j W _ ud j ...1 I 1Vr Q 1 I PL®NS REV150D ,BY NORMS REPfIg, /N . CWSUL rli'VO Cl WX ENG/VEERS LANG SURVEYORS UN,bE THE SUPErR VISION OF WARR6N W. Mal -W Pe, R.C, E. # C / 9442 j,SSUEb ral CON,SY. vul Ata 02-/ ayfyoeg1_f a? ;'l /0ESCT2//lt/ OF /?G"!//9/O�t� /7�T� .4/�/�•C� Cl7Y 49A Po rwc,�o Cvc#44VO 4Oo .46Fiii%t9K/Eit/T I-7/97de/CT 48 b NE `7 E 5TA . 34 + 50.0 O TO STA . 4-7 + E50. O O t E.vciv��.rllip AiV •?•11/. 1.6.1,+. /7/ALTO, �tJL/i"O•P�t//<! �SI��F r c1/EG'eE{� (7/41J $-✓�'O/ram' />.P11 / O , 51hw 1-247iE 1 C� I� �r s.. r 33" R•c-P.(Soo-0) C v.6(� Q /070 Q2$ - 30 •s7 c•£s _ v , - sm- I • RN CONsr, 3Oo-G7 L,F. 33'' iZ•C.P• �i5ao-�� @ o•I ' T CONSTRUCTION NOTES ` (FUTURE) - CONST. CATCH BASIN #3 PER CITY STD. 504 (SEE PLAN) 12 CONST. JUNCTION STRUCTURE "A" PER CITY STD. 508 (SEE PLAN) BCONST. MANHOLE "A" PER CITY STD. 510 15 CONST. MANHOLE "B" PER CITY STD. 511 (SEE PLAN) 308 CONST. 24" R.C.P. (1250-D) 17 CONS!. TEMPORARY MASONRY PIPE CLOSURE b4 CONST. 33" R.C.P. (1500-D) 34 CONST. 54" R.C.P. (1000-D) 42A CONST. 60" R.C.P. (900-D) 8613 CONST. C.S.P. INLET PER DETAIL°, SHEET 53, WITHOUT BEND 94 REMOVE & REPLACE 8" A.C.' DIKE 91 REMOVE & REPLACE 4" A.C./ 4" A.B. 410 + ul ti Z W LD �, 3F Lij u,?CP . eiro &,o j W _ ud j ...1 I 1Vr Q 1 I PL®NS REV150D ,BY NORMS REPfIg, /N . CWSUL rli'VO Cl WX ENG/VEERS LANG SURVEYORS UN,bE THE SUPErR VISION OF WARR6N W. Mal -W Pe, R.C, E. # C / 9442 j,SSUEb ral CON,SY. vul Ata 02-/ ayfyoeg1_f a? ;'l /0ESCT2//lt/ OF /?G"!//9/O�t� /7�T� .4/�/�•C� Cl7Y 49A Po rwc,�o Cvc#44VO 4Oo .46Fiii%t9K/Eit/T I-7/97de/CT 48 b NE `7 E 5TA . 34 + 50.0 O TO STA . 4-7 + E50. O O t E.vciv��.rllip AiV •?•11/. 1.6.1,+. /7/ALTO, �tJL/i"O•P�t//<! �SI��F r c1/EG'eE{� (7/41J $-✓�'O/ram' />.P11 / O , 51hw 1-247iE 1 C� I� w J S E/U5T. 16," C.IA.L- w .0 1 I� W \V.v, — ar � �l W D kv-4-IS W'' STD. C, S. P. P.G.G COLLAR Cov wEcr ro RC. P. W/7 H PC.C. 604L P. C.C.C"LAR. c -S p Rlse Jp IN -LET 0ETA/L 86 a 3 3"0 W/TH 30 ",05AID , 1 REQ"O. g6 b . 94_" -;d._ Nl rHOU7" 9E4/Q � i eEQ' 0. (FUTURE) CONSTRUCTION NOTES J � PI:ff-Gl-T-V•-8T-D7--504--(SEE-P6AN)-- 14 CONST. MANHOLE "A" PER CITY STD. 310 (SEE PLAN) 64 CONST. 33" R.C.P: (1500-D) (FUTURE) 86A CONST. C.S.P. INLET PER DETAIL .THIS SHEET WITH 300 BEND 90 CONST. 8" A.C. BERM 91 CONST. 4" A.C./4" A.B. TRENCH REPAIR nrc�i c� A SSEMWGY SHAGL eE5 ' ,rgg c'/G': 72� 7-0 -c:17- 42 "�-4 Z. G,�AT� fJ55F�f�Y .a�l�lGG f�'�iA./f/�LV/ZG1 AFTE�P 61,641 4r/a/V, 4" P?C.C. SLAB . SLQf'E 7o -Z;lA-A/N FA - ✓0//V EX/ST. —> JoiN EX/ST. • � �2EM0!/E EX/ST. C4�9 91 N covsrr���-rroy ,yor.�.s 02— ?a CO.!/5� 1�.�•2/.g1GE T.4//�/!.�/ES5 ,�jC C.4� O6 -- CONST. 8'/ A. CC/TY srv.. 3/3. /9 /it/6TAL.L Tf'PE G" M"Ke,? ,o`c,P C/rSl STO. 403 ..X.. II Q y. IItiM Itip ti �I I �• L lk EX/sr. RELGYL�TE EX/ST. IfArER L/NE CURB C!/RVE DATA CURB CURIE DATA O A R 4 7" 2000, 90'3/"38" 2000' 3/ GO' 20,/8" ¢ 109°Z8"22" ZO.00' 3/.23' 1 /9.8Z' EX/sr. RELGYL�TE EX/ST. IfArER L/NE CURB C!/RVE DATA tY ti. 7 R lit / 90°/2'25" 2000, 3/.49' 2007' 2 69°4735" 2009' A.G C�— 9` EX/sr. RELGYL�TE EX/ST. IfArER L/NE CURB C!/RVE DATA O A R L T / 90°/2'25" 2000, 3/.49' 2007' 2 69°4735" 2009' 3/.3¢' /9.93' „ ,� r,� �.r�r' � \16-e66 Y ove 51 /6®r o �� rfs r' ,vg9'si isH/� 6G VO, r l 1 1111. � t`Ilb. Q k� IZI'll • �� 't3,� (1111•ZI)Fl• � .� ///7.6.37C. 2 f 04.03 ///6.63•FL. 1 1Pp�1` .SC.44 Af / a s Z 0' REMOVE EX/Sl. A.C. PAVfi�lfNl 11'� �s �&'A � X111• _/t95.50 2/' h `I12 124 "RCP 3r419 6*11IV49 CaWl/E /JATA O R l T T -r tCop T mob" OA 95 Em TYPICAL 0EC A10A.1 5CE CAG reA•VO i rV. D80 FOR aCA1EreAL /MOTES A 9 A00/T/ONAL COA1CrZUCT/O�t1 DETA/GS •6 �+ i,3A2S C " 8A,25 SPAc/�/6i ,eUOF- v CCT/O.t/ /AJVE2T 51"1441Z SPAN /O' ,eoOF ri 8" s" PsAe WAIt. 5 TZ /NVE2T 73 5/ZS 64,e# „C „ 8/Z6 OAX rv_ ro ri 17/ME•V-'VOA/ "e. 9/Ze B•49 # 4 4 .4 PL AA/ SCALE.' / "- 51 ,2E/t1FOZCE'MFr,t/T PE,e C44TZ-4A16 87, FOR /Ox G' 2.cZ. 6Ca M049 4901/E ""'bSA,2$ � Q — • o qU • s to H Ife to WA L L S EC TION ^/ 5 i� .E /�CiC,�F_ST�iP f'1 Yom. i v it/OTE : .�E/�l/FG?lYN6 PER ''11i1 L'AL-T,PANS STO. 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