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Home My WebLink About2116-D - BENCH MARK - -- -- _ - — _ -_ -- __. - ---- -- PED 2" BRASS DISK IN CONC. WING WALL STAMPED " CITY OF RANCHO CUCAMONGA BM 10032 1987AT - - THE NORTHEAST CORNER OF FOOTHILL BLVD. AND - EAST AVE., 5 FT. SOUTH OF NORTHERLY END OF - - - - - v - . WING WALL OF BRIDGE ACCROSS ETIWANDA CREEK. ELEVATION: 1195.43 __- _ vr:- - - : - ,�D - _ f _ - EX T f_ _v s .a - - - - -- - - -- - -- - ;_ _ "► i -- J t __ ._.. DD / — - V- 6. f. .g _ - -- - / _ - - -- EA 13 1 7 f - -_ - P - - - - - - - { - - T1 I V T Shs T Jle> O - - - - - - - - - r - - -_ t t .4 F Q �t - - - - - - - - �-- $ It C+ _ -� k P l V TE S O - - - - - - I L �i - : _ - - - - - -- _ { t NF - - +� - - - - 1 , O - t _ - ►�t �• fI� - - 0 1L r F - - - _ _ w - _ _ - - "' - F : f - - -- -- - - SAL 6�- F � R is l- P T E IN — _. .. - - - - 2 _Q Q O_ D -_ - V€ T - 4= 2 !� LQ - � �X-� ;U ._ .vi'A'-- ,tl __ - - - - 1 - 10+00 11+00 10+00 11+00 PLAN 1"= 20' 10+00 " 11+00 `CONTRACTOR SHALL VERIFY EXACT EXISTING LINE �B� SCALE IN FEET LINE AA A LOCATION & ELEVATION AND NOTIFY ENGINEER 0 20 40 60 80 PRIVATE NOT MAINTAINED OF ANY DISCREPANCIES PRIOR TO ANY PRIVATE NOT MAINTAINED CONSTRUCTION. BY CITY BY CITY F�PSC�A=LE_: = 20' � SCA 1" = 20' SCALE. 1" = 20' CONSTRUCTION NOES- R) OTES" FOOTH/LL BLVD. T_ PROP. &BGUTIER I PROP. LINE »C» © INSTALL 30" R.C.P STORM DRAIN (D LOAD SHOWN ON PLAN) EXI » ',2A ( I 140 TR. BNDRY. PER PRIVATE S.D. I ( INSTALL 24" RC.P STORM DRAIN D LOAD SHOWN ON PLAN T 3S I �., _ _ PLAN TR. 16882 I ,� ® ( ) EXI 78" RCP ER I -1 rt d Iti, I I I I l ® CONSTRUCT PIPE CONNECTIONS TO EXISTING STORM DRAIN PER OWQ NO. 7 I Q `o c1 ,17 �C CITY STD. PLAN NO. 328, CASE J 96 c9 c� �, . � I _I » N II I -}- I vi V' - - -1 -- STRIP Q ' 16 `O I! I I CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. PLAN 331 CL T. ( IST. STA. 48+63.00 Q I � + vy' i + � I =`� l LINr� g 471 ( I� I o .- » N I o III ® CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 329 C CB W- 4' ; V=5.18' EXIST. 8" R P R ^ M I -t 78 RCPT PET o I 1 36 , DWG. N 17 6 I W i3 ( I N0. 1'796 ^ I I ® INSTALL BRICK AND MORTAR PLUG ' 6 101--1-28,99 ` I _ - I V { I END I T. "D" Q - 1 - CL I X10+11.8:9 G = - �- >; '\ BC - - - �- 1 +11.89 _ - PR P. 8 CURB & 10' 00.0 CLI INT. BC 1 +00.�O CL /N T. Q ,. 8 » I \� I 36 37 1 +00.00 C INT. GU7jTER -10 XlS 78 SD C I Et 10+ INT. I E A » �� 0 CL I EP l VA EXl T. 7 SD ;o , {' ''y TR. BNDRY. 42 _ I I 37 = 4+ r >- LA, T�1 15' f I F, -- t-W I - -- i o 1 p X S 78 ESD ' I \ m E T 4 !N �� • ' 2 i 6 W _I -36' I 1 m 16� - CY W RLE c9 I ( 42 1 J L 42f W - I cn a m t- I rR 168& z � �- i ` � � 5 I I I � - --- 27 - �:3 I" IDE I I _ r v _ I 1 8 . PROP. 16" -��+ M I MWV;s_A.�EMEN - ,. » ti le WATER LINE EXIST. 144 MWD PROP. 16" PROP.L/NE B I I , 6, I� I WATER LINE WA TER LINE E SD. WIDE PLANPER TY.A 688 27 ` M 3 $E EN PROP. CURB I ` "f DESCRIPTION of REVISION DATE APPROVED I FOOTH/LL BLVD. FOOTIyILL BLVD. A CITY of RANCHO CUCAMONGA 1 LA TERAL P LINE B LINEA PRI VA TE NOT MAIN TANNED TRA T PRIVATE NOT MAIN TANNED BY CITY 16882 0z Z BY CITY Q DELTA/BEARING RAD/US LENGTH/DIST. TANGENT PUBLIC N 45.4825" W 28.99' C STORM DRAIN PLANS ® N 45.4825" w 11.89' LINE "A " LINE "B" AND LATERAL "P" � © 45'00'00" 22.50' 17.67' 9.32' j �� Q N 00-4825" W 8.68' �� . 1. � ► ,�� APPROVED BY. DA TE. Underground Service Alert © N 45.4825" w 11.89' �o 9 � .► CITY ENGINEER � RCE. 24953 ^ 45'00'00" 22.50' 17.67' 9.32' a• 3 No. 366 Qj c DESIGN RECOMMENDED CALL TOLL FREE © N 00.48'25" w 8.6a' ., E.�.� a8 � MCA (NMADOLE 1 -800 — Q O 760 S.ROCHESTER AVE. �l �� DRAWN ONTARIO,U .1761 SHEET I• 909.937.9151 N 227-2600 I Sin (�'`/ Enpheen Com nW fi Life www.ma&leinc.com �( OF Q 4 V Z CHECKED RCE No 36637 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG MCA DATE qhqlmeFILE No c� it 6 _.D PROJECT SHEET N0. OF J:\126-1833\storm\sd01-offsite.dwa.9/19/2006 2:22:44 PM.CG\.