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Home My WebLink AboutTr 30494 SD-11 I i ' MIS F R FI I I ! , I ; IS AtO,N z STO M DRAIN m A l ON C T R D I I �:TQRM DRAIN-1 159 I I , I . 1, I j �j r7 o= - - — GL Lu I --_..�. 1 ! ,. i I I i T 7� , I i — I 1 , i 2120 -- - - -; 5 - S I I I I ! I , 2 , i - I in HG I 157 I I 158 I I I I I^ — j - _ li - , 1 I 0 00 � j I max- ,. maK + N 'N PROFILE SCALE HORIZ.: 1"=40' I I i, i I I •1" 1 =4 VERT.: 1"= 4' 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 10+50 10+00 CAST—IN—PLACE CONCRETE PIPE GENERAL NOTES 1) CONSTRUCTION MATERIALS AND METHOD SHALL CONFORM TO 174E LATEST EDITION OF THE"STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION", THE CITY'S SPECIAL PROVISIONS AND THESE PLANS. 2) CAST-IN-PLACE CONCRETE PIPE SHALL NOT BE USED UNLESS IT IS SHOWN AS AN ALTERNATE ON THE DRAWINGS APPROVED BY THE �I CITY ENGINEER. 3) CONCRETE MIX DESIGNS SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. I( 4) TRENCHING AND BACKFILLING SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE SOILS ENGINEER. .I, "-slT 10' SD EASEME T 5) THE MINIMUM COVER OVER THE PIPE SHALL BE 3 FEET, MEASURED FROM TOP OF PIPE. UMENT NO. 30 6) BACKFILLTNG OF THE PIPE SHALL NOT BE DONE UNTIL TIE CONCRETE HAS DEVELOPED 80 PERCENT OF ITS DESIGN STRENGTH. NO TRAFFIC SHALL BE PERMITTED ON TOP OF THE PIPE UNTIL TIE CONCRETE HAS ATTAINED ITS DESIGN STRENGTH. 21+131 7DATED: 7) WATER DENSIFICATION METHODS FOR BACKFILLING THE PIPE WILL NOT BE PERMITTED. MECHANICAL COMPACTION WILL BE REQUIRED. AN 10+0 08-INCH LIFT OF LOOSE BACKFILL "SHADING"OVER THE PIPE WILL BE PERMITTED 24 HOURS AFTER INITIAL PLACEMENT,PROVIDED THE 24+ 85 22+ .37 CL. MH. = 42; I FORMS ARE STILL IN PLACE AT THE TIME OF"SHADING". 25+ .46 ST. STA. O m a I I CL. TNT I 8) A MINIMUM 6 SACK PER CUBIC YARD DESIGN MIX SHALL BE USED AND THE COMPRESSIVE STRENGTH OF 774E CONCRETE(F'c)AT 28 DAYS m 0 24+10.96-COR EE ROAD= ( I 22+30.27 CL. "NT.= LAT-8-7 SHALL BE AT LEAST 4000 PST; THE MODULUS OF RUPTURE SHALL BE AT LEAST 550 PSI. FOR VELOCITIES GREATER THAN 10 FT/SEC,BUT ++ 10+00.00-ZINNI COURT 10+00.00 LA B-6 00 N 25+65.35 ST, TA. I I SEE SHEET 18 ( 1 ` $ NOT GREATER THAN 20 FT/SEC, THE COMPRESSIVE STRENGTH SHALL BE 5000 PSI. AND A 140 DEGREE SEGMENT OF THE INVERT SHALL BE '•f' ^. — __ __ THICKENED BY 2 ADDITIONAL INCHES, FOR VELOCITIES GREATER THAN 20 FT/SEC, THE 140 DEGREE SEGMENT OF THE INVERT SHALL BE {59 THICKENED BY AN ADDITIONAL 4 INCHES, FOR VELOCITIES GREATER THAN 25 FT/SEC, TIE 140 DEGREE SEGMENT OF THE INVERT SHALL W T 06 - N b - � - +0) BE 774ICKENED BY AN ADDITIONAL 6 INCHES. THE COMPRESSIVE STRENGTH SHALL BE 5000 PSI. ----^ - - 9) THE CONSISTENCY OF THE CONCRETE SHALL BE SUCH AS TO ALLOW IT TO BE WORKED INTO PLACE WITHOUT SEGREGATION. THE (n W "-- I LSID �RI 25+ n �� N CONCRETE FOR 774E CAST-IN-PLACE CONCRETE PIPE SHALL HAVE A SLUMP OF 2"PLUS OR MINUS 1. - 1 W 10) FLY ASH,MEETING ASTM C 618,MAY BE USED TO SUBSTITUTE FOR CEMENT(UP TO 15 PERCENT OF CEMENT BY WEIGHT). WHEN FLY ASH W ILLSIDE DRIVE�- N89 07'S6"W N89 07 56" __ 0 N89'07'5 "W N 9'07'S6 D - W= IS USED, WATER REDUCING AGENTS MEETING ASTM DESIGNATION C 494 WILL PERMITTED IN AMOUNTS RECOMMENDED BY THE SUPPLIER (n "1 0 - — Z C0 AND APPROVED BY THE CITY ENGINEER. NO OTHER ADMIXTURE SHALL BE USED IN ANY CLASS OF CONCRETE WITHOUT WRITTEN r _ - _ J W PERMISSION FROM THE CITY ENGINEER. w 11) AT THE END OF ALL POURS AND THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL INSTALL NO. 4 DOWELS, 24 INCHES LONG, N29'0T56"W ~ CL. C.B. N0. 13 =W 12-INCH CENTERS AROUND CIRCUMFERENCE OF CAST-IN-PLACE PIPE. ! 23+24.11! L. TNT. JS = 24+71.63 ST. STA. LAT-B-6 1 +0 . AT -7 45 12) THE MAXIMUM EARTH COVER SHALL BE 20 FEET FROM THE TOP OF PIPE. ® LAT-B-5 2 71.00' V=5.00') j I SEE SHEET i6 26+59.19 T. STA. 13) CAST-IN-PLACE CONCRETE PIPE, WHICH IS TO BE MAINTAINED BY TIE COUNTY OR CITY, SHALL NOT BE PLACED EXCEPT IN THE 16 1 9 6 0 PRESENCE OF THE APPROPRIATE AGENCY INSPECTOR. THE INSPECTOR FOR THE CIPP SMALLER THAN 39"IN DIAMETER SHALL BE SEE ABOVE U I (2:O 9 PERFORMED BY VIDEO CAMERA AND CORE JUST PRIOR TO THE FINAL ACCEPTANCE OF THE SYSTEM. N� 10+21.56 END PIPE 2 7 O ��Illl 14) TYPE V CEMENT SHALL BE USED IF THE SULFATE CONTENT IN THE SOIL IS GREATER THAN ZOOO PPM. 24+59.61 ST. STA. 10'- Q - I DATED SD EASEMEN I .-_ 15) CONTINUOUS INSPECTION AND TESTING 7F CIPP PLACEMENT IS REWIRED. TO HOA PER DO MENT NO. 2 1 1 2 1 2 2 1 16) CONTRACTOR SHALL ALLOW INSPECTOR INTO PIPE WHILE UNDER CONSTRUCTION AND ROD FOR WALL THICKNESS AT A MINIMUM OF 25 DATED: CY INTO THE POUR. (O <� 166 CONSTRUCTION NOTES: �k USE WATERTIGHT JOINTS SD CURVE DATA 34 CONSTRUCT 54" RCP (CIPP ALTERNATE) D-LOAD PER PROFILE �k�k HIGH-VELOCITY PIPE NOTE (RCP) DELTA RADIUS LENGTH TAN THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE MUST BE 35 CONSTRUCT 48" RCP (CIPP ALTERNATE) D-LOAD PER PROFILE A 07'52'53" 502.00' 69.05 34.58' oPess/ INCREASED TO PROVIDE A MINIMUM OF 2 ADDITIONAL INCHES OVER THE REINFORCING WHEN 40 CONSTRUCT 18" RCP CLASS IV Op0.M °M•V THE DESIGN VELOCITIES EXCEED 20 FPS AND 4 ADDITIONAL INCHES WHEN THE VELOCITY MEETS 0 OR EXCEEDS 30 FPS. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE 42 CONSTRUCT MANHOLE NO. 2 PER RCFC & WCD STD. DWG. NO. MH252 «± Ia y c+ F'c=5,000 psi AT 28 DAYS. cr m 45 CONSTRUCT JUNCTION STRUCTURE NO. 4 CASE I, PER RCFC & WCD STD. DWG. NO. JS229 1 inch. 40 tc �' T13 * PLAN 46 CONSTRUCT CATCH BASIN NO. 1 PER RCFC & WCD STD. DWG. NO. CB100 a ° 20 40 1eo p CIV,4 LINE= "B" GRAPL11C SCALE(1N>�) �cAL NO. DATE BY REVISIONS APPROVED BY DATE C17Y SEAL PREPARED BY: CITY OF LAKE ELSINORE 8 4/T2/ , As-BVilr3 2.1 CERTIFICATION: ��egoFESSINq ALERT SHEET. 2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THEQ��wVl �'� tclvlL�ENGINEERING ' - TRACT NO. 30494 C;G'gIL-L^4�� 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY No.21a3a A LAND PLANNING OF.., 21 T-r AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LANo suRVev1NG 4 STORM DRAIN—PLAN +PROFILE D �J / * Exp. 12-31-07 * 1181 CALIFORNIA AVE. -STE.202•CORONA,CALIFORNIA 92881 o f v7 951 8 FAX(951)280d150 LINE "B' — 18 h00 00 TO 25+50.00 FILE NO. ` TWW0 WORKING DAYS 6 K A SEUMALO, P.E.NO.56915 DATE Sq OF CA`\EZl �� RCE 23434 /r/io,49 I LAT"B-5" BEFORE YOU DIG 7 DENNIS D. NELSON LICENSE NO. DATE W.O. FOR: