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HomeMy WebLinkAbout4772-411110 1100 )90 WALNUT A VE. A.P.N.0231-121-03 • • I O 'PROPERTY • • _o. ® • - EX KA ILH -- - -------- NO -07-20W 32 --------- --------- iiiiiHiiii. siiiiHiiiiiiiiii /iiiiiiiiii.•iiiiiiiiiiiiii W�iiii �.y i \OR I'Mr0 r� � 16K •� � +oo _ ! � tI _ 1 I iso U)u w I _4� , I I �� I _L I i lS11NGU�FA r, Z - - 71 � _ ti 0 + c `' f I L E SANG UR C 1 -- —�— � I � � I I I Oi ci _Li o L -LI s0.0l40 I i i( I i ONSTRUCT01591F-T-100 SSD. 0142 I - ' ' I T _ i Lj Z i I I 1 I U -�' I I I W .0.0218 ( I ' _ lips ch `n I — W_ �-- - i~ N ,, �— SP SER ( I i i S a 0 D. 1'- — W --- - ► AWE i y I j - 0:" r VcP EWL�'R 4d+t-L, I I I I ;__- i 2 �• ,t 0- —VCP f I ,--VC =__CONSTRUCT_. i 43;63__ i I—f I — i " V_CP EWER � ,1.0 I coNSTRucT_1 .5a _Lr' of _10 �vrP__._� _�� _-- .-_--1___-- I- _ — i � — -�----t ( I P.�O�'�L�' f NET_Ss'�- I �._ I i i , I CONSTRUCT 221.61 i j ► ►_ LF . F 0" ' I I I ONSTR I CT 115659 i LF dF i 1" i i i i i ( SCAL --:- I H O :�� �� 40 . j -�WERE � i ► L, I; i;- I i j I i i i t i i i _ I 29+00 30+00 31+00 32+00 33+nn Zinn -z in I nn WALNUT A VE. A.P.N.0231-121-03 • • I O 'PROPERTY • • _o. ® • - EX KA ILH NO -07-20W 32 •��-"��- .�."-_- __�v( � '...�.au��.ui.i.....ii.•i, iiiiiHiiii. siiiiHiiiiiiiiii /iiiiiiiiii.•iiiiiiiiiiiiii W�iiii �.y \OR I'Mr0 r� y ,��. Z 41 7 1 A.P.N.0231-011-09 TUU Jot VU RANDALL A VE. I I A.P.N.0231-011-11 17 31g..WTR Jy+UU = i UtUU.UU I - VN I Ltt LN. I LATERAL C C.L. M.H. NO.8 ,F . I I _ • • 637+41.42 CHERRY AVE. SS -1 I - - - - - /-EX. R/W LATERAL D RANDALL AVE. EX. PROPERTY LINE C.L. M.H. NO.10 O m.7— ^ — — — v- —® ---EX. WATER---------------------------------- 173/R" ----------- 34 N 35 _11STA. 35+13.81 SS -1 6 I Cl M.H. NO.9� 36 "W 37 --------- ----LX. WATER 173/9 O U7 38 NO'07'24"W ~ 1.0 W 1 7 _ ------------rRaa---� (n `--------------a"w--- V) Lij 37 46�Z CHERRY A LIN W W 0 NO'07'34»W � N V) CHERRY AVE. NO'07'34"W N 0'08' 11 "W = = 30+63.59 CHERRY AVE. C. I�-I T. \ I - - - - \�------�D----or---------- L'- �---------------------------------------`�-nor---1 - ----------10+00.00 WALNUT AVE. ----�- C-- --- -� --- _-_ `O ------------------- ----- U -- —� may_ --- =4 _—_-------------------------- --- _ _f--- ----- — — — — — — - --- --�-I N - -------- 4 G-- E------/Q�-- --- ---- - Q ------------------------` L- -- �8 WTR -W- �n --------------------------------------✓------- -- --- ------------ -- - z �- '�. I / 33+11.22 CHERRY AVE. Cl INT. " I 3 4.5' EX. R/W =10+00.00 FONTEE LN. — , ONE SHT. LAT. � SEE PROFILE LAT. "C" � ( ON SHT. 9 I EX. R/W I I A.P.N.0231-131-56 I A.P.N.0231-131-74 15„ A.P.N.0231-131-73 1 i 30 21s' 8 STA- 11+11 1 VCP SEWERTEMP PLUGLUG 1 110""SEE PLAN VIEW LAT. "D" � A.P.N.0231-021-60 6 ON SHT. 8 I I —4 Y2' I TBM "B" I— 2WTP 2o A.P.N.0231-131-86 89 WASHER, I l ti I I I I ( I J6, TAGGED SBCO SURVEY, FONTLEE LN 1' I FLUSH ICOUNTY OF SAN BERNARDINO I PUBLIC WORKS DEPARTMENT DATE : RCE 23115 NOTE: ❑X SEE SHEET 8 FOR ALL SEWER CROSSING UTILITIES DETAILS. TOLL FREE `'�1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION CONSTRUCTION NOTES 10 CONSTRUCT 8" VCP(E.S.). SEWER O2 CONSTRUCT 10" VCP(E.S.). SEWER © CONSTRUCT 48" I.D. MANHOLE PER CITY STD. 2001 DETAIL ON SHT. 8 �7 SAWCUT AND PERFORM TRENCH REPAIR PER CITY OF FONTANA STD. 1008 DETAIL ON SHT.8 ® INSTALL SEWER PLUG 00 0 ca (V C� 3 0 I V) I 0 0 r - c:) / z Q J d I N i • RANDALL A VE. ELEV.: 1116.90' W EXISTING UNDERGROUND STRUCTURES: N CHERRY AVENUE DATE I ENGR. I CITY I DATE GRAPHIC SCALE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE 40 0 20 40 PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OTHER THAN AS SHOWN ON THESE PLANS. / THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY z FEET w LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES 1"= 40' CONCERNED BEFORE STARTING WORK. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND DISCLAIMER: z THIS DESIGN AND MAP ARE THE PROPERTY OF BREWNGTON GROUP INC AND MAY NOT BE MODIFIED, ALTERED OR CHANGED IN ANY FAWON RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURE, SHOWN OR W WOUT PRIOR WRITTEN APPROVAL BY BREWTNCTON CROUP INC. AND INE CLIENT FOR WHOM THE PLAN WAS PREPARED. THIS PRONSION EXTENDS NOT SHOWN ON THESE PLANS. o TD THE RE L71 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. ESS No. 48851 G f Exp, 09/30/10 SU NG PLOT OF THIS PLAN AND THE COMPUTER DISC OR E MAIL OF THE PLAN PRONDED. ANY VIOLATION OF THIS PROWSION WILL VDD O ANY PROFESSIONAL OBLICAIION OR WARRANTY, EITHER E)MESSED OR IMPLIED BY BREWNCTON GROUP INC AS TO SUCH CHANGED MA7MAL BREWING TON GROUP INC CITY OF FO NTANA, CALIFORNIA 41 fJENKS CIRCLE, S 7 103 PHONE, (95V 41V 4148 SEWER IMPROVEMENT PLAN o CORONA, CA 92880 FAX (95V 280-9746 / REF.'BCi07-010 DRAWN BY: CHERRY AVECALE: IN NM E SEWER IMPROVEMENT As Noted w d Under The Supervision Of STA. 29+00.00 TO STA. 39+00.00 DESIGNED BY: l �, /'� DATE: 0 RC/NM /� �� 11 26 200 a DATE: 11/26/08 CHECKED BY: OFl BREWINGTON R.C.E. 48851 1 RGJB/PD TE7 , DRAWING NO.: 4. 2 X _. 51 152 477 g