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Home My WebLink About1308-D _ q I - - J HEN MA _ - - _ - RK. - - - - - ' - - — - - 2 i BENCH MARK NO. 96-B - - - - - - - - - - - - - - - - _ - - AVE.• AT THE NWC OF HAVEN AVE i t SET- - - - - - - - _ 19TH 83 FT •N44� 19TH S s TAT HE AD WALL FOR DRZVE PZN w C S TAG - - - _ - - -- - - — - 3-24" CMP--ELEV. 1430.686 14 D - -- - r - - - - - -- - - _ r t Fj - r -- - - t i{ - - OFt �- r t t E s - = - I s / E I s - - -- - - -- - -- I 7&r IL t f 93 �- - - - - - p _ — — — — EO 'V D — — i� — — — I — — —4- 1 I O — — — — I - r r ry r u h E i cA X. • 1 t - i_ - - - -- 40 + s i E s s f E f E a = _ 7 8 9 io // i2 i3 0 /,5 i� /7 � n SEE �HEer 9 Pole 54" � Q Lb o� x �o $ rr?r�C r > > D, 13- -1 10 � If � �o � u, � D 2, \ m IsIS) 10JN Rr\qK 1 22 I JN �h o E foR �ANSir/oN �rRUGr E ,l -� � . AMP G.D. W \ a /t/.s ry DdwILA Q \V Ilk 6. Sol "•��— e DESCRIPTION of REVISION OATS APP ROVE R E DATA h I f RANCHO CUCAMONGA SEEEt,�,�E��asTE,e Fav moo.R� a R L T �� TRACT NO. 13270 CHURCH ��o CONSTRUCT/ON NOTES v - \� ��► �o��-o�� 9OQ,� ��. - eso- CHURCH STREET STORM DRAIN Q -g . 6oNar. q�" R.c. P '' �� -Q +/ • �� FROM PARK BASIN TO STA. 17 + 00.00 icc�vJr. 24 ,e. c. /a o 0 h Q o.� 3a �� 9��' 'lee./7' 9//i' APPROVED 8Y Q-- coNsr. /8^ 1C.c P D'v� CITY ENGNEER RCE.N � 3g CON9r GANG. GOLLA9 P'E�4 �ErAIZ- ON $Weer' /O D 1 � oQ�OFESS/oy4 DESIGN MADOL NOASSOCIATES. INC. RECOMME OED ,cpN.sT; J41MOr/oN SrRGl r111T'C PCR Q!PA/L ON ?He67' / D �Q�5��. �Uti- � .��./.�L.B Of SAN BERNARDINO COUNTY A o CONSULTING CIVIL EN13INEERING Na. I4 1 URAWN ANOlAN0PLJINNING T ELM AVENUE 549 N. MounfNLAw Sint. 108 `K I EIII 7 �/ X13! b? ��✓'1�/y UPLAND CAUFO4RGNIA 914 �L_ QF.1:—. �c * (l � 294 Ll sr4l ��V►� �a KEC K E 0 ed.- R G E No �'�_ DA G Q f OF CA0 C17-y TE FILE No 10-' � f I SyE25'T�f/O - _ tlk 1 BENCH MARK . - - - { - > - - - - - - r _ - - - AVE. BENCH MARK NO 96 B AT THE NWC OF HAVEN & -- - - - - - ---- - _ - - - - - - t 19TH ST. , 44 FT. W. HAVEN - t 7' t { & 83 FT. N. 19TH ST.., SET • DRIVE PIN W/C_S. TAG IN TOP - T-f+ -- - AT THE E END OF A HEAD WALL - 6 R 4 --ELEV. 1430_68 FOR 3 2 CMP I t 1 t 1 , L ; { e - # _ - - - - O = - - - 0 —_ — t1 01 - — - { - 1 - , C. 5 O _ F Q Qi - , - t 5t F 6. 7 .5. i j110 2 _ 1 - - - 7. , t a i t t ilit p � _ PRQFILE ` �o r "2 40 • j t t VERT. 1 =4• 7 / I 24 `� 2 23 00 O 0 0 0 5.� M11-1-1 6N AVE. "45'T�iR)GAN 2 o "1 '0r,2TM A N ,E - .D rJ/4 / G/ `VG. W. � N s / z � � U o kl� Z , . �n 0 � S 7 �• 5 77 s 3 � � 'V 1 '� � M o N ki Q i, V SEE eW&,eCf/STREET-M,4.5 r"PLA�t/ D 0 o , o �h o 0 • g S O.P O.P.4/�t/ L/.�/E 5 3 W O. h - F J 3f/EET 4 O G. XN / M l 97 D E � ick N 23 30 Gtr .SVD Pr -- aW57- i W BRICK RORTA�2 PLLC 22A TA � O DELT,O/dfG,ei�4 ,e40/l�5' LEi�/./o%�T TA.t/��C/T Q ® N 39 32 3 7 J0J/S L KUMO� 0,9 A&. , c DESCRIPTION of REVISION V \ •8 © OATS /►PPROvE c�oc�r,�Ucr�o�v,vor�- w N CITY of RANCHO HO CUCAMONGA o Of" It.C.P. ow0� �, o y�� h� ¢� �yQ\ 0 TRACT NO. 13270 CONST. 78 R.C.F. D �—CONST. 34" R.C.P. CONS " z►. 1 s R.C.P. �� CHURCH STREET STORM DRAIN &--CONST. JUNCTION STRUCTURE PER DETAIL ON SAEET 1. A - ¢5 0 " n CONST. MANHOLE B PER CITY STD. NO. 511. CHURCHMILLIKEN AVE. c /0.3 E _ ,,.¢, STREET FROM STA. 17+00.00 TO MILLIKEN AVENUE � cousr- sc „�.c.� cgNsT -TUNCj/ON SricucrN� A"PiE/R c!T)' 6ro. At. 606. APPROVED 8 Y t ATE s- y CITY ENGNEER RCE.No Z o��\vTo pyAl DESIGN; MA LE_AND ASSOCIATES, INC. RECOMM LADED y�Q``S�►��TON4-o�^,f� /VJ. jL.8. OF SAN BERNARDINO COUNTY (7 g �•`' cs = CONSULTING CIVIL ENGINEERING � No. 1481 M „`", DRAWN: AND LAND PLANNING SKEET oc 545 N.Mo�ntafn Ave,SUIte 108 E 3 p l R.W W_ UPLAND CALIFORNIA 917tIQ 8 �F / * * PHON9(714) -14G -2949 st c1n, �� KECKED RCE Nod'¢ DRr"j"N N 4jf OF CAl�E4 C/T TE S' B FI C �— LE No. *P+ STORM? DRAIN CHURCH ST. P&P SHT.2 - 1.610.273PF: 817 205 17-Aug-88 11 :49 .AN / 126- 796- 1 PieO�/EG'T Sf��ET il/O. - _ f� - - - - - - - - - ENCH MARK: ^ - - .# B 2 - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - _ - - - - - - _ - V I'z F� m _ & - - - - -- - � •G. � � - - - -- - ATNTHE N�WC OF HAVEN AVE. -- _ _ - - _ - - _ - _ - - - - _ - HAVEN - - - - - - - 19TH ST. , 44 FT. W. & 83 FT. N. It 19TH ST. , SET - - - - = DRIVE PIN W/C.S. TAG IN TOP THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430-686 _ - , X I t - :�H j __ - - J okwl /••� ? - - f f - I V+IKA - - _ - 00 44 - - 11 Q l• - 9 �` - Q = _ �- I _ 6 - eo' 1 — _ - I 7 4 ,� � + - - i - -- _ - - _ - t4 _ - I - - - - - - t - - { t J- - - - - - - - —• - — - - • - HI it I Hit �h B / � 0 _ t- r - - o - G• ! - - - - - - - - - - P FI ET t>0_JZ�A ,ri a�TpFJT _ _" - - - - - 8 /gso 9 a io �� 12 13 0 0 0 /2sp ��ti 'S�yE�T io odic /226 3 1 l p fio 00 00• /Q2¢ 1122 aD Ir2o ,�' b le= 5/0.Oo' /2/6 bG s 9/'02'/O„ A= 90 @00 X00" ,� - `' IF, a �.00 � R= 15.00 , e ; /.5O ,C. 7 it/Bl S O.s E ZGSG{9 r� g5.e2 � 7e 6' , - - - - - W 7-= 95 % N . .3i.8� IN /7' 2z' 22, //l r r rR. NO, 13 210 I r� 1 �'r�r ��•4�/�f/�PG fo,� ��11 I 11 / /NET/oma?G I /lege �. �'EE S�YEET of/6 �, `• I w /220 /226 v/sem mTw- vumo'" y,yEEr-4, DESCRIPTION of REVISION PATE APPROVE - — CITY of RANCHO CUCAMONGA , TRACT NO. 13270 5a M a y8 58 e- 5" ELM AVENUE STORM DRAIN a STREET w�` ` I FROM PARK BASIN TO STA. 12+46.64 � CHURCH s6 �s� °� CONST. 54" R.C.P. W N W w \ �---CONST. CONC—COLLAR PER DETAIL ON SHEET 10. APPROVED BY ATE CGTY ENGINEER ��pFESS/py DESIGN MA LIc--M SOCIATES INC. 1 Quo w�l�ON yq�E` OF SAN BERNARDIkO COUfiTY AECOMM N ED I CONSULTING CIVIL ENGINEERING No. 1 81 �� DRAWN AND LAND PLANNING SET °` Exp 3/ •3 � N.Mountain Av*,Suit• IOb UPLAND CALIFORNIA 91T� OF�� * f PHON9(114) 94G -1949 sf CIVIL �Q KECKEO RCE. N4�46" DRq ING NO. 4lf QF CAt�E4 C/Ty aTE FILE'Na./A *P• STORM DRAIN ELM AVE. FROM PARK - 16 [0.27] PF: 617 206 18-Aug-88 11 :41 AM / 126-796- 1 P.eo�EcT .S,yEET wo. 9 0�� i s - - - - Ifi ; - - - - BENCH MARK - I T - - - ? BENCH MARK NO. 96-B - - - AT THE NWC OF HAVEN AVE. & - - + -{ - 19TH ST. , 44�FT. W. 't HAVEN & 83 FT. N. 19TH ST. , SET DRIVE PIN W/C.S. TAG IN TOP + PIA� AT THE E. END OF A HEAD WALL fi--1 - - - I - t__ + o - - '' -- - - I I I 0 N `� i� t �- I , - •� / ; - - - I FOR 3-24" CMP--ELEV. 1430. 686 • 1 D, 1 t - - - - , woo I } T__ it %. ,' a . -f4 To. - - " J ' - -- - - - - t 1 I 1 1 t 1 ; 1 1 1 i I 1 Al .1 1 f - - -t 11 t t - - - {� - - fi fi } - - 1 ? - ri - 1 - q +- + ( 1 I t t 1 . 1 - - - a ; 1 - - _ I I I 1 •✓�' t t + 1 - T 1 . 1 1 I , . fit _j , VVV 1 ' 1 , 1 I t 1 - - - - -4- T - - Z ' T , 0;16 i �•-•r' !8 " Iz� _ - - - 1 c t IN t 11\ V t 1 1 , + - o ba -r At I t I \ \ OC7CY- t ' I 1 t 1 1 �) t { + ` 1 - - - - - - - -� + . .Q I ► w fi '�-Q? R L G L E r \N . � 1 t � + { -1� � fF�= i - -- --+ -- -: � - ' � o s o -� c ' " _ ' C '�• •� _ � N 1 i I I ? i / o /% 7 ORI ; ( , 40; i ood-o - c�. s. _ - - - - - - —H i - } , t ♦ t ♦ t t t t + r { t t { } I }i , 4 + - I - - �'iob-is/iy f' 3 ioob 1 'I T I , I 1 - - - - 2 - - !3 I I I� 1 O I8 19 2022 19 40 ,GE-LTA RAp/uS LENGTH TANGENT mac- CS3L =B7O� �, {�! `2 0� 'y 0 Q� ° , N o i Or 5 GV A 4 00 45.00 X5.34 nFv� N 0 s 40-05, 0 , B 50 9 4s.oo � ¢ 2/.4G T 4 3 0!°ZG�58" 510.00 12.90' 6.45' 0+4r, O , � � .I,q.6 8 SOG4•�� T 2402944 510.00 218.04 110.71 �D 24 5 f ° , rr , , 1.2,42, R f E 05 32 29 510.00 49.32 24.G8 84 >� F 2G 51 00 510.00 251.001, iz/• 7� �C 3 _ - � / � 0 G �,S•oo oo" 4S.ao' s8 90 ,33¢53' "1"� 2 os•�i 41,i •siaoo' yo.69 ' zs.37' 7 - � � 5►`1F-�T Z of �/ I� // /32'9'3/' 790.Gam' /�6.0,3' 9.3�' � oG• '� ,owe. � /9 � 4S�D' �2' z -� y� �� V �`T•�-ET 1 \ II L QJ _j �f / � Zo 22 ¢� 4z5.Da � .of 9 � ...o �► e�- . o 2 7•G/ A=60• =6.3` �` C 'M Fc,- qtG= 6.20' a 6.9o' G= L= .37' o Q N + 'ru 4 � :3.8' .�O g9 9 , -poi' \ 0 4 � v V to V 60 MOVED CATCA RAII(N A L-ATERAL, -OY v / C �y � PMR TR-Ra. 16001 8Y K D0(,E AND WAA S. F yu i `h '�� gOeT.F�/E,D �►'i� C.47,-eAL "O A OIVE 7z' h \ � err / ,�,c �/44/11r", ��i p(ss �iPfl / DESCRIPTION of REVISION .3- -¢ C/,e�l/L�4,�Ti�S' G�—CO,cC•sl .¢8 e�� DATE APPROVE ,,IN � � � CITY of RANCHO CUCAMONGA AY 16 M 5 t2 o�vs'T. �ti� G :/ 5 � �� ,� t � ah �' � ��'� � �_ � � �--GO/VST /d••,�.�.� TRACT NO. 13270 T= io p ELM AVENUE STORM DRAIN � ; .. 0� a��ry h � 0 2�.0� I 01"'A52 NO FROM STA. 12+46.64 TO STA. 21+51.82 -- �'� APPROVED BY ATE S �� .. . .' � Q GTY ENGINEER ( RCE. 22 Q� 0 `( ` 44 F E8 -- �: - a O ELM °� � AVENUE • _ per, rnS�pq , RE COMM N ED )' 4CT' �/ /324 V \ i \ \ Q H DESIGN MADOL N�3 CIATES INC. /� � SM �� ,ems OF SAN BERNARDINO COUNTY 2clA I 8.7t� y �� 1 �4 4`� qe `i? \\ W `�No. 14 1 . ',`, DRAWN CONSULTING CIVIL ENGINEERING SHEET ,.,, r*s AND LAND PLANNING Ex f/ 77 ,� 545 N.Mountain Ave.,Suite lob Is) � \ � P. S, E.IT. UPLAND CALIFORNIA 91786 l \ �` \ `� f ® PNONI=(7�4) 9qG-2941 0 C�it/C,� ' COGG.4� I��T�4/L ,p �WI D cz " ro `lf CI V�L Q �� }iEC K E D • '1� RCE. No /'¢ ORCAT X /6 RGP OuE Tt� Of CAIi� � ��vG u / ca i�G ��/v-vl CST y ATE F I L E N o d?�7�I6- - _ - - - - BENCH MARK : BENCH MARK NO. 96-B 1 AT THE NWC OF HAVEN AVE. & 19TH ST. , 44 FT. W. a HAVEN 4 & 83 FT. N. ti' 19TH ST. , SET Z DRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL ►� q ,� _ M 4 P-- EV 4 8 FOR 3 2 CM EL 1 30.6 6 i r � a ' p i ! -i -1 - —�- -- - — a V - - 0 ! i � 9 D N t - i ' 0A, ' - - - - +- - -+ --+ - G• �: i 1 i G - 4 t + Q - - - - if _� 3" i AN -J4 - i j — -- N' - ti - - — - - - - - -- - { 1- 4 i - - - - 4t t - - - - — - - - - _ _ tj N fi Iy �t. ' - #0" ;/d�O' Q/ =:5. �V—CF _ - - - 1 4 fjl/Jy�s . �_t - - -� 1 � +--�- - - + - ♦ . + : � 1 T•In-�' : ; � +- f --+— — -! - y ----+ -- --?' ---{ - + Yr/Ir�Ily .sl�! - _ I " I _ � G. 2 -- � LaT, fzA 1. 'J" LATE �,L 'K " 4 AT f��. ",c " L,Q T�'f�� "/yI " LX i!:- �c L "�V " LAT,�f��. "O" Coyyor c.9�vronyiA+;M° *rs7�o RAN ,P�c% PM /478!0. VVV •�, Q /BEV/560 70,r L IVUM19E/e of s','f. -r5 DESCRIPTION of REVISION GATE APPROVE CITY of RANCHO CUCAMONGA TRACT NO. 13270 STORM DRAIN LATERALS APPROVED BY DATE . ` f GTY ENGINEER -� RCE. o2 3-f oQgpFESS�py4 DESIGN MADOLE A ASSOCIATES, INC. RECOMM�NDED 10k�q� �/j'� OF CONSULTING CIVIL DINO ENGINEERING ��UNTY ' 1 9 No, 14 14 m DRAwN AND LAND PLANNING• SHEET 549 N.Mountain Ave.,Sults loss Exp. �'7 4r-::>. /eFIS UPLAND CALIFORNIA 91766 -Zl- OF-� * * 5 PHON9(7]4) -14G -29401 sr �lV9� �Q NECKED WN^A A& RCE. No DRAWING N0. Of CA04�� C/Ty ATE a FILE No.ird6 30� P,eo�EcT S�EET,r�o. _LL_ o��.