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F tr) --------- 17 C A ":-A 411 7" "�,iq'­' t A-. ...... -----......­­ ­_­---- ­_: --1- --_11-111-1 1--_ I I �CD -ji- ........... _7"i :I7_7171"7-11-1-,"1'"', ............. 177::'� 1 4_: ...... 7 1'7 1004 81 V` 'i - 0_11��___.,_ :" PROFILE SCALE ... ..... ......... 7", "1," 7 - Fj­, ------- "'A HORIZONTAL: 1"=201 �_17 Q I'I�:: 71 .......... f i _�T VE t __4 ........ _7777,7 IJ,3 1`8 6: ...................... RTICAL: 1"=2' L 41 J, j- LF 4" -A-63P :7, j. 1- 4, 35.10 LF 36" RCP 11 +00 10+00 14+t`,0 13*+0 0 1 z U U IVII z STORM DRAI �15_ Njv 21 FURNISH AND 24" REINFORCED CONCRETE PIPE ------- =D (2000-D) PER MANUFACTURER'S SPECIFICATIONS ------------- `0 GRAPHIC SCALE I...... 7" D --------- ------- --------- 1Y ........... M fit 10 76 L�n: 1�1.�. 40 0 FURNISH AND INSTALL 36" REINFORCED CONCRETE PIPE 10 20 Z_ Ln"q- ZI� _T_ (0 Ln (2000-D) PER MANUFACTURER'S SPECIFICATIONS 0 R- E M P.,-_ PA,, O� CD C4 cf) 59 �I !�O,, 0 0(D If' iI,11 I m ::E I 1 11 11 CONSTRUCT JUNCTION STRUCTURE PER CITY OF RANCHO IN FEET < 7;>> (.0 0 El _j �D_ V) W__3 I inch 20 f t. 12' WIDE, EASEMENT FOR L c) RD DRAWING NO. 331 Co M.-,' RNW < f ..................-,F, ­ I ::!f- CONNECT EXISTING PORTION OF EXISTING STORM DRAIN LINE TO I SIDR i (81 ct� LL NEW CATCH BASIN APPURTENANCE AND MORTAR SEAL JOINTS 11 DE ICATE TO T E Cl _y CU AMON' A OF HANG UJ CO H RAIN MANHOLE No. 1 PER CITY OF -T-V U,, 0')Q�, 0 C _7� cc STANDARD PLAN No. 318 LIJ L3 < < 7 r UU 21 X 04, ::D S TA 13+38.26 BC N------- U, STUB OUT AND CAP (FOR FUTURE USE) FXIVR7�6 1--JA45 7 FURNISH AND INSTALL 2 FOOT 24" REINFORCED CONCRETE PIPE C1 'nl:: t0i '07 EC STA 13+58.' L2 TUJ 120 0 f 6 Lj Y� IN' t1r) CD Ln 0114 -0, J_ + 'too 04 C-4 C1141-1--1-1 ......... _SD < 0� => < /tf/I ------- ................ (n 0 ""d j 'N E-- 4:511-= I T Y ILI .............. _11-111111111111111111 6 E ERLIN OFL ONGA < PMT# 00,677_05.5-91,_ 00%M.-W I R-% A f C'4 N, Z� rX n- N-%'Ow%E L 3 Ln FA Lj -------_-z 47� n 0 Ln 26f _::7 ........ .. .......... =D Ln C) LIJ C) CD 0 _j 00 0 C) CD Lij �\IRI << C%4 =�f =51 NOO*32 55 E FENNEL ROAD A ------- (SEE CITY OF RANCHO oo o n STA 1�1 4444.61 _'N rn A CUCAMONGA PLAN 2153 _C0 CON't "CAT H BASIN CITY (12C .75 INV) L VED DATE --------------- 6 -------___j Z DESCRIPTION OF REVISION APPRO ,N� r _C14 ...... WNW% A JhL 1 0000& A A OIL ff 11 rA I T'Iff 0' F `0%WON% Um OUA U U IN/ L I X 7 U A A r-% 'TORM 'R N m "VEMENT PLAN 'eN' �f!f_­<, I - < 0 1 1 M P r`0 M , IN . 17594 PAKCEL MAP iw M I N,N Fe"""&THILL 1"%0ULEVARw"`k FENRNEL RON"` T "" U b j ROW 2005-00365 y DATE �Oilo&7 24953 CITY ENGINEER 7 R.C.E. LINE DATA DESIGN A Underground Service Alert BENCH MARK CURVE DATA Associated Engineers LINE LENGTH BEARING J.A. 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 ORE TEMPORARY BENCHMARK - CITY OF CURVE DELTA LENGTH RADIUS TANGENT -9012OW401C7. Voice: (909) 980-1982 Fax: (909) 941-0891 SHEET N42013'03"W DRAWN Ll 84.54 Call: TOLL FREE C11 37`5027" 19.81 30.00 10.28 1 L2 292.81 N04022'35"W 1" IRON PIPE IN AC PAVEMENT AT THE E.M. ^0%0 41.44 N04022'35"W 1-Ou CENTERLINE INTERSECTION OF FOOTHILL L3 DRAWING No. 0%40% Z27-26uu 2153 T V" 4� w lip ELEVATION: 1207.36 (ft) J.D.M. DATf&ember 2006 FILE No.: 05102A TWO WORKING DAYS BEFORE YOU DIG File: L:\205B705102-A\dwg\SHEET\VICTORlA--ON-L-Y709-SD.dwg Apr 13, 2007 3:15pm J-effm This plan is copyrighted by Associated Engineers, nc. 2007