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I - -- ... . - - - - �. b--:--------.-------1,-:.- -:.-------.-I-a..-----.-t -:-.- 4 ----....................---....---.�- --.--- - .-.-.---.--' --.---.-.-. �.-.-..--.----.-.--.- - .- - - -. I " Na�,�2I�I —1— --. ( --- 4n imIsv) . - . ; : i .--- - ....... -_.1__. .-.--- - .-I - -- -- -- - - 1- - �-_ +- .. i - 4 f � b --- . . .. - -- PLAN: LINE V - . -- --- - , n i i I I , , . i ;. - 4 . - - -i- - . - — . PROFILE SCALE: __ L -- -[- ---- + -- --r --'- T - -- - - -: _ _ -I-- i- -- - ---- �- - .. - - - — - . . E - - 10+00 11+00 10+00 11+00 41 MIN.-12'MAX. ON TOP OF PIPE .p -V CONCRETE SLURRY �A PIPE OUTSIDE— . 1 . . ' . . I (2000 PSI-2 SACK) A. DIAMETER . .n. . -5 7. �./- I V . , I m 'K PROP AC .� DIKE I 7.rt r+I 5 � '� 1 � ! � I PROP AC D . '" I .fl I • I , DIKE ,N �- � � I CALTRANS R1. CALTRANS R/W 1 , \ ,i i 1�/ WISRCP CONSTRUCTION NOTES (THIS SHEET) INVER7/I ll i . I 4. , ELEVATION �. I67 I, e- 1 . I - 67 I INSTALL 18"RCP (CLASS IV) . iif . 5 j. I = 5 CAP EXSTING INLET PER DETAIL 1 ON SHEET 12 v .p . .-p I u - li I z ' 51 ,1 (3o CONSTRUCT G2 DRAINAGE INLET PER CALTRANS STANDARD D73 (H=4.9') v � . u c I III I . z> ��28+37. 9 " I 28+37.89 CENTRAL AVE @ I > \ - u< EX G2 I G2 DRAINAGE INLET X 304 4 2 �30+64 34 CENTRAL AVE 4'MIN.-12"MAX.3 , (To BEICAPPED) �� 38I I EX G2 0I G2 RAINAGE INLET ON BOTTOM OF PIPE 30 I m (TO BE CAPPED) I 4 x I- u 30 1 ' STORM DRAW DATA EXIST, Iz �- I EXIST* CONCRETE SLURRY BACKFILL DETAILw u Hi 12" WATER . 0c [ 12' WATER NO. DELTA OR BRG. RADIUS LENGTH R 2 NO SCALL z - iN46*19'00"W 9.67' ) I u< EXIS�- � I 2 N46-19'00"W 9.14' ;.I 0 I- 30" CP ;hiI FINISHTI g EXI T. TYPE ;;+ I ^I SURFACE R-\ 10" WATER Ii 'A' AC DIKE —EXI T. TYPE ...II 10" WATER A7 '-S @f, ``- (ABANDONED) _ 'A' AC DIKE ( c � � O.C.I HWAYS VARIES - f 1 4 I (ABANDONED) I �"PLYWOOD G, 1 a I I i CLASS'B'PCC c A* " . I t� T 1t1 �1 BEND BARS - I R. 0 1 • � INTO CAP I 'K PLAN: LINE"I" I PLAN: LINE"J" � I L-- _ j4 I ROUND BOTTOM .i 0 (MAINTAINED BY CALTRANS) (MAINTAINED BY CALTRANS) -.*-- SE WTH PCC NOTE: NO SCALE a CAUTION! LOCATION OF EXISTING UTILITIES ON + 0 PROXIMATE AND 20 10 0 20 40 so AREIW THENCALTTRANORIGHT-OF-WAY 20 10 0 20 40 60 -,)CAP INLET c 0 SHALL BE VERIFIED BY CONTRACTOR I PRIOR TO CONSTRUCTION. GRAPHIC SCALE T= 20' GRAPHIC SCALE 1'- 20' 'O".' D , c 0 + ' BENCH MARK: REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL j 145D2 SHEET , N DIG ALERT COMPLIANCE WITH THE APPROPRIATE , I-I MCENG1NEGCOMPANY CALTRANS PERMIT #08-04-6-MC-1346CITY OF LAKE E L S I N O R E 120 y CITY OF LAKE ELSINORE BM B-95-56, 0 5 CONDITIONS OF DEVELOPMENT AND/OR - c� -�� LDESCRIPTION: CHISELED SQUARE � �� ON TOP OF CURB,ELEV z 1274.91 CITY AND STATE LAWS.AND HAVE BEEN 1 1I a BARRY J. COWAN , S-Di.,' w-id. O�-Ph.� -UNAUTHORIZED CHANGES: - OFFSITE STORM DRAIN OF sE LOCATION: FROM THE APPROXIMATE CALL FOUND ACCEPTABLE. - - I.,-'w.�..--. - -c".].I.-- [-)-I- -. aCAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE i c 0 BEFORE N�. C46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE 17 N L NINTERSECTION OF COLLIER AVENUE 0 0 AND CENTRAL AVENUE 66 FEET YOU DIG! " Ex,.6-30-0 PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED FOR DEXTER AVENUE, SHEETS v 'ISOUTHWESTERLY ALONG CENTRAL 1400-227-2600 � &A� r4 20� - CIVIL PREPARED UNDER THE DIRECTION OF: BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. AVENUE (STATE HIGHWAY 74) FILE NO. I� AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT - DATE OF CNO PMn ftA g . SCALE: AND 9 ien � CHISELED SQUARE ON TOP OF CURB ealat bast2wordngdayspriortoexcavathg. DESIGNED BY: DB DRAWN BY: D3 CHECKED BY: CITY ENGINEER EXP.DATE&A69A99@6I-1stler BARRY J ON,RCE -C46568 (EXP.6-30-07) DATE DATE: AMBERN AVENUE 05;2276 3 � , OPPOSITE FIRE HYDRANT .m--- PLOT DATE: 20-SEP-2005 LIN 14502 1 :9 F