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Home My WebLink About05-228 t- L ----------- ------------------------- .......... .......... f -4 4L ----------------- 4--_4 .... ........ ........... ........... ............. ............. 4 4 4— _4_ 4'- ............. .......... ........... ............. ........... .......... ...... EX.GROU ...I . ...........- 4- ............. ................ ................. .......... ......... ............ t ............. ...........A L-A-.......... .......... ............ kop.Irs H%1 .......... lir Sula ................ . ................. PR P.F I-FILE) .4 .......... .......... ............. ...... _------..... .............. ILL .... ....... ............. - ----- 4 W ................ ........... I.......... ------------ --- .. ........... T ............. ............ .......------- ........... 7--7---t-t 4--L ------ __J ............. fT ................. 4- ............ ................ --i_1_0 F ---------- _V L ......I............... .21ift rFS .......... ......... .......I.. ............ ............I ......... ..................... . ............... - FPS MAX co T 1 1 L .......... ........... T ............. -T- .............- .............- 25i ..43�CFS; -n98 FPS _.__.ja'5T_jCLgS L ... ....... .... ...... -------- ............. ....... jl L --------------- 41 ............. ........ .... L ........... -4-- .. ......... -------- ------------------- UNEMI113m :N. ............... --T--T .......... .......... ............. PROFILE SCALE: ------------ ------ RAW .......... T ........... ............ -------- ............. ........... HORIZ: ll�-20' ........... .... . .......... LfNE H' ...................7 --------------- -5' VERT: 1� 10+00 11+00 10+00 11+00 CONSTRUCTION NOTES (THIS SHEET) INSTALL 18"RCP (CLASS IV) CONSTRUCT 'OL' DRAINAGE INLET PER CALTRANS STANDARD 072 (H &L PER PLAN) EXISTING WATER LINE CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC&WCD STD. DING. (TO BE RELOCATED NO. JS227 (SEE TABLE FOR A,B.C,D,E.L. EL. R. &EL, S VALUES) BY SEPARATE PERMIT) CAP EXSTING INLET PER DETAIL 1 ON SHEET 12 14, CALTRANS R/W PROP. R/W PROP. FCC ew� EXIST R/W 30 EX. 30"RCP PROP. FC JUNCTION STRUCTURE NO.2 DATA 30 A �EL�V R ELEV EXIST 12" LINE "G" 71'56'20"1.5'1 2.92'1 2.5' 1 1.67'12.37' 1305.39 1305.35 EX. 30"RC WATER' 1 1, 1\� .1� EXIST. 12"WATER LINE "H" 55-18'32"11.5'1 3.58'1 2.5' 1 2.39' 2.75' 1311.11 1311.22 xl�l Fy............ ................ STORM DRAIN CENTERLINE DATA Cl mol DELTA OR LENGTH REMARKS C_ 0 19.87' E N28-09'37"W 0 1,111-31'49"W 12.99' 0 x", C # lo"WATER (ABANDONED) 24+07.59 CENTRAL AVE T BE CAPPED > N,,�Ex. INLET 0 1 �\', L N SHEET 0 10"WATER PER DETAIL 0 S EET 12 PLAN: LINE"H" a — (ABANDONED) PLAN: LINE"G" (MAINTAINED BY CALTRANS) NOTE: I CAUTION1 LOCATION OF EXISTING UTILITIES ON (MAINTAINED BY CALTRANS) i--. z C THESE PLANS ARE APPROXIMATE AND z DRAINAGE FACILITIES ON THIS SHEET SHALL BE VERIFIED BY CONTRACTOR 20 10 0 20 40 60 20 10 0 20 40 60 PRIOR TO CONSTRUCTION. — — ARE WITHIN CALTRANS RIGHT-OF-WAY GRAPHIC SCALE l_ 20' GRAPHIC SCALE TI:= 20' 0 _0 �m BENCH MARK- REVISIONS APPROVED DATE 0 0 THESE PLANS HAVE BEEN REVIEWED FOR SEAL j 14502 0 _z CITY OF LAKE ELSINORE BM B-95-56 DIG ALERT COMPLIANCE WITH THE APPROPRIATE e*W(OwEmssl M11 MENGINEETUNG CCWANY CALTRANS PERMIT #08-04-6-MC-1346 , 5 — CITY OF LAKE ELSINORE SHEET 0 .2- DESCRIPTION: CHISELED SQUARE CONDITIONS OF DEVELOPMENT AND/OR + 4 204-4-4-4-4 T + 7 ON TOP OF CURB,ELEV - 1274.91 CITY AND STATE LAWS,AND HAVE BEEN Dl� RI—I& LOCATION; FROM THE APPROXIMATE CALL FOUND ACCEPTABLE. BARRY COWAN UNAUTHORIZED CHANGES OFFSITE STORM DRAIN OF E 1 aLY IM [7141 M(714)931-1 INTERSECTION OF COLLIER AVENUE BEFORE Nc. C46568 CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE IMPROVEMENT PLANS do C) RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE SOUTHWESTERLY ALONG CENTRAL 1400-227-2600f`J CHANGES TO THESE PLANS MUST BE APPROVED ? rn AND CENTRAL AVENUE 66 T E,6-30-07 FOR DEXTER AVENUE SHEETS E >1 FEE YOU DIG! PLANS. ALL CHA 27 2je_,4 PREPARED UNDER THE DIRECTION OF: BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER.AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT CIVIL AVENUE excavating. DE DRAWN BY: DB CHECK BARRY J COOAN,RCE -C46568 (EXP.6-30-07) DATE IDATE: AND CAMBERN AVENUE CHISELED SQUARE i0 N P OF CURB Cal at bast 2 working days prior to DATE OF h SCALE: 1 0 CE.I.63.85,! 9 (STATE HIGHWAY 74) FILE No. 0 OPPOSITE SOU, ), T CITY ENGINEER EXP.DATE 10 E FIR ANT I SIGNED BY: DB D CHECKED BY: PLOT DATE: 20-SEP-2005 JN 14502