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Home My WebLink AboutTr 30494 SD-15 i 1 Fln AI o I - o F'S LONG CL I _ m F AL G CL 5 AL NG CL' z �m -- : ! I + TOR M R IN z TO M DR IN m !, ! tFSI A ONG L 'n U _.. �STOR CL,_ST RM D RAIN iY ! � EX GI�. LO G 0 5. cfs i I �. loo 40 I V 7. fps I -1 5 li - d 5 0 I 1 1 6 5 0 5 0 66 � I - 6601 6 5 I n 6 51 8 i 1 1 6 s- s - ;: � I I I I i' - !. S J CIL E ALONG` .- - ~ R RA I I 6.8 s 'CL S I I q L z -,' ' I� ,FS A N CL STORM D AI VI �I m z z z HGL I I �- - ° to-YEAR 167 16 Q 1 ex. c 1650 1550 65 16 0 1665 16135 I I I I 7 I I - °4 _ 0 N H:1" 40 V:i" 4' !H: "a40• V I1" 4' r+ 64 � 640 6 ! I I A6 51 65 I ! I 1 6 ,H:f" '20 v:1" a' "I I I > I I m m I , 91 > i I I I 'm o I I I 91 I a � n O 4 .8cfs �- I N cs_ I ip0 ! �10 - !rn w 100 ! c;! : V =1 .6fps �o I I I I *�k HIGH-VELOCITY PIPE NOTE (RCP) i — : M 1 mh>7 ma O. THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE MUST BE CNS RCT 93.43 LF ! ! INCREASED TO PROVIDE A MINIMUM OF 2 ADDITIONAL INCHES OVER THE REINFORCING WHEN :I THE DESIGN VELOCITIES EXCEED 20 FPS AND 4 ADDITIONAL INCHES WHEN THE VELOCITY MEETS OR EXCEEDS 30 FPS. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE PROFILE SCALE F'c=5,000 psi AT 28 DAYS. i HORIZ.: 1"=4( - VERT.: 1"= 4' : i 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 10+00 10+00 10+00 10+00 CAST—IN—PLACE CONCRETE PIPE GENERAL NOTES CONSTRUCTION NOTES: 1) CONSTRUCTION MATERIALS AND METHOD SHALL CONFORM TO THE LATEST 38 CONSTRUCT 30" RCP D-LOAD PER PROFILE EDITION OF THE"STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION", THE CITYS SPECIAL PROVISIONS AND THESE PLANS. 40 CONSTRUCT 18" RCP CLASS IV 2) CAST-IN-PLACE CONCRETE PIPE SHALL NOT BE USED UNLESS IT IS SHOWN 41 CONSTRUCT MANHOLE N0. 1 PER RCFC & WCD STD. DWG. NO. MH251 ``�" \ / + 0. 1 1 AS CR ALTERNATE MIX 17N THE DRAWINGS APPROVED BY THE CITY ENGINEER. /� Y �• �.�- -"�I -1L17`�:'P \ _ ` 3) CONCRETE MIX DESIGNS SHALL BE SUBMITTED BY THE CONTRACTOR FOR 46 CONSTRUCT CATCH BASIN N0. 1 PER RCFC & WCD STD. DWG. N0. CB100 _ APPROVAL PRIOR TO THE START OF CONSTRUCTION. 4) TRENCHING AND BACKFILLING SHALL BE PERFORMED ONLY IN THE PRESENCE 48 CONSTRUCT CONCRETE HEADWALL AND INLET STRUCTURE PER DETAIL ON SHEET 20 T ,I I f' 8 OF THE SOILS ENGINEER. 4g CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER DETAIL SHEET 19 5) THE MINIMUM COVER OVER THE PIPE SHALL BE 3 FEET,MEASURED FROM TOP OF PIPE. 51 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER RCFC & WCD STD. DWG. NO. TS303 6) BACKFILLING OF THE PIPE SHALL NOT BE DONE UNTIL THE CONCRETE HAS �Irnvi a 389 °a I I A 388 a I I DEVELOPED 80 PERCENT OF ITS DESIGN STRENGTH. NO TRAFFIC SHALL BE r a4 =d 38 I PERMITTED ON TOP OF THE PIPE UNTIL THE CONCRETE HAS ATTAINED ITS SD CURVE LINE DATA 390 o n 1 oN I II N �' 38 ' / DESIGN STRENGTH. DELTA /RADIUS LENGTH TAN v o z m N I' / 7) WATER DENSIFICAT70N METHODS FOR BACKFILLING THE PIPE WILL NOT BE �� 38 / PERMITTED. MECHANICAL COMPACTION WILL BE REQUIRED. AN B-INCH LIFT A 0'36'11" 1044.00' 10.99, 5,49' N38'43'45"E m •+N ac°'v ly n I coN I ' / OF LOOSE BACKFILL "SHADING"OVER THE PIPE WILL BE PERMITTED 24 B 8T79'55" 45.00'* 68.59' 42.95' 40 LAT-B-i6 1' ' 3 NIO 'll v� I, W+ I' ' / /� -1'>4 �I HOURS AFTER INITIAL PLACEMENT, PROVIDED THE FORMS ARE STILL IN C 21'S9'20" 494.00' 189.59' 95.9T S PLACE AT THE TIME OF"SHADING". D 8735'37" 45.00'* 68.80' 43.15' L=28.47' O �� o o c w 8 A MINIMUM 6 SACK PER CUBIC YARD DESIGN MIX SHALL BE USED AND THE SEE ABOVE I / 384 a° 38 _ - ) ( ) E 44'39'58" 22.50'* 17.54 9.24' _ 4� COMPRESSIVE STRENGTH OF THE CONCRETE F'c AT 28 DAYS SHALL BE AT a ,v> F N38'29'29"E - 18.53' - -'Tffml 96 CIE. INT. / n / rn LEAST 4000 PSI; THE MODULUS OF RUPTURE SHALL BE AT LEAST 550 PSI. G SO6-10'29"W - 42.02' - 10+00.00 LAT-B-16 / • FOR VELOCITIES GREATER THAN 10 FT/SEC, BUT NOT GREATER THAN 20 00 10+45.35 ST. STA. i° c 3 + r FT/SEC, THE COMPRESSIVE STRENGTH SHALL BE 5000 PSI. AND A 140 1^1 C 2 LOT DEGREE SEGMENT OF THE INVERT SHALL BE THICKENED BY 2 ADDITIONAL * 4 FT. LENGTHS, 5-BEVELED BOTH ENDS X. C.B. 0. INCHES, FOR VELOCITIES GREATER THAN 20 FT/SEC, THE 140 DEGREE E 30A �HOASEGMENT OF THE INVERT SHALL BE THICKENED BY AN ADDITIONAL 4 S•CL. INT I - - A PROS'IA ^ D INCHES, FOR VELOCITIES GREATER THAN 25 FT/SEC, THE 140 DEGREE 13+60.511-KALANCHOE ROAD CO(J T �sg - S 30 0 „ x oar. q SEGMENT OF THE INVERT SHALL BE THICKENED BY AN ADDITIONAL 6 PL -- INCHES. THE COMPRESSIVE STRENGTH SHALL BE 5000 PSI. V� —T7+74 R = B 18+43.4 9) THE CONSISTENCY OF THE CONCRETE SHALL BE SUCH AS TO ALLOW IT 70 13+11.32 ST. STA. BE WORKED INTO PLACE WITHOUT SEGREGATION. THE CONCRETE FOR THE N88' W 10+43.81 ST.=STA I \ 17+63.85 BC= I \ 8 CAST-IN-PLACE CONCRETE PIPE SHALL HAVE A SLUMP OF 2"PLUS OR 40 NE 392 13+00.57 ST. STA. A 374 MINUS I. N21'32'31"E 1 6' �_ -�' O I', 376 I' d '�.ryC 10) FLY ASH, MEETING ASTM C 618, MAY BE USED TO SUBSTITUTE FOR CEMENT ---ABO \ 3 7 a (UP TO 15 PERCENT OF CEMENT BY WEIGHT). WHEN FLY ASH IS USED, WATER f \ 7' MATCH LINE-T7+50.00 I I � 37 /�rn �w � REDUCING AGENTS MEETING AS1M DESIGNATION C 494 WILL PERMITTED IN Q / ✓ l -�,/ ry 'S WE J�: m - AMOUNTS RECOMMENDED BY THE SUPPLIER AND APPROVED BY THE CITY SEE SHEET 11 I I / v n N / ENGINEER. NO OTHER ADMIXTURE SHALL BE USED IN ANY CLASS OF O h/ ZS CONCRETE WITHOUT WRITTEN PERMISSION FROM THE CITY ENGINEER. /`� ,6 o; 11) AT THE END OF ALL POURS AND THE END OF EACH WORKING DAY, THE d ++ ++/ CONTRACTOR SHALL INSTALL Na 4 DOWELS, 24 INCHES LONG, 12-INCH ,ry n gad �rnl-16 N M N M/ CENTERS AROUND CIRCUMFERENCE OF CAST-IN-PLACE PIPE. / o w a r~il / 41 12) THE MAXIMUM EARTH COVER SHALL BE 20 FEET FROM THE TOP OF PIPE. O� oza z z .I /' 38O 13) CAST-IN-PLACE CONCRETE PIPE, WHICH IS TO BE MAINTAINED BY THE _'� o�nZ Q1 mw$\ ��T\ COUNTY OR CITY, SHALL NOT BE PLACED EXCEPT IN THE PRESENCE OF THE Q' o 3 i a tia N \ APPROPRIATE AGENCY INSPECTOR. THE INSPECTOR FOR THE CIPP SMALLER CJ ,toP o�m a m ,+3 ovB aE b/ON�I THAN 39"IN DIAMETER SHALL BE PERFORMED BY VIDEO CAMERA AND CORE 51 ++o o� \ JUST PRIOR TO THE FINAL ACCEPTANCE OF THE SYSTEM. y 4+ 14) TYPE V CEMENT SHALL BE USED IF THE SULFATE CONTENT IN THE SOIL IS 0 18 p1 GREATER THAN ZOOO PPM. 1 inch= 40 fL PLAN '� A 15) CONTINUOUS INSPECTION AND TESTING IF CIPP PLACEMENT IS REQUIRED. osTaona 16) CONTRACTOR SHALL ALLOW INSPECTOR INTO PIPE WHILE UNDER 0 za 40 ,� LINE B-1 * CIVIV CONSTRUCTION AND ROD FOR WALL THICKNESS AT A MINIMUM OF 25 CY n n � � ,t �F INTO THE POUR. GRAPHIC SCALE(IN FEET) �cnu NO. DATE BY REVISIONS APPROVED BY DATE CITY SEAL Q9,OFESS/oV,1� PREPARED BY.' - _-- - CITY OF LAKE ELSINORE 12 f s/a As-BUILT •c AA7 CERTIFICATION: o _ SHEET., 2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE y�� /so°� - - TRACT NO. 30494 Om-L- lam APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY W a CIVIL ENGINEERING 3 � No.23434 � LAND PLANNING OF., 2 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LgND SURVEYING 4 STORM DRAIN—PLAN -F PROFILE 5 ExP 12-31-07 * 1181 CALIFORNIA AVE. STE.202•CORONA,CALIFORNIAX51) 92881 /lpnpne%L�fiS�o� C.�.ATaw..y� o)�rr/o7 (ss,> FAX(951)2804/1/ LINE "B-1" — 17t50.00 TO 23+52.99 FILE N0. TWO WORKING DAYS ) 6 KEN A SEUMALO, P.E.N0.58915 GATE 'r/q�F OFICAUfO��P RCE 23434 7�A1l0'Z LAT"B-16" c)7 Oqc J BEFORE YOU DIG 7 DENNIS D. NELSON LICENSE NO. DATE W.O. FOR: F.B. 6cb col'"