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HomeMy WebLinkAboutTr 30494 SD-10 I i , j o �iST RAID AI lai III - a - L STORM D AIN . - - ,m z ro w S ALO GI.CL z ro , Rl i I + 555 a - -- w 11$ 0 $ 0 1 0- 7 NORM DRAIN yr 1 y0 1 i I I rn , I , N I i , iv z 7- STORM DRAIN r n 1 ; I t , ��fHG I y S OR RAIN I I � 545 - 15g0 510 1 60 -- 1 i LL , � I --- I I I - I i I I I , ' I I I I , rn I I + g ITT- 1 M 1+ I za AT'B 2 _ � : Y I I ' �T - _-L , I I i% c.1 i 1 _ > =7i4C s > = 6.48,. =3!5c s �., .8f s 53$ �' 6 IR a5 2. 61 V 15 0' S 0 o 1 90 I ca !f = 29.3cf -- +M +M I ! 10o _ 100 0 f un - ! F'18 R P OdOD V' 2 .9 s 1 2 .9 s s of o I P I P z� z i Ox � k101k� of mazes ! � •- m I .0 M C NS .CT 4.119 F on: Q 2 9. cfs 5+07. 2 IBC n :a N 'ro C PP I-AL NA ) Vr11ux•3 .9f s # i5 J INV F 1 R P 0 OD . I PROFILE SCALE --+ I PROR ' I I HORIZ.: 1"-40' _ N7S - VERT.: 1"= 4' fi H:1" 2Q' :l"�4' H:t" 20 V 1"+q• I I \ 10+00 11+00 12+00 13+00 14+00 15+00 16+00y 17+00 18+00 10+50 10+00 10+50 ��i \ 1 74 �� � NS // rn � � // =vy // \\ 194 i�� CAST-IN-PLACE CONCRETE PIPE GENERAL NOTES \toll 1) CONSTRUCTION MATERIALS AND METHOD SHALL CONFORM TO THE LATEST EDITION OF THE"STANDARD SPECIFICATION FOR PUBLIC / m w � a d WORKS CONSTRUCTION", THE CITYS SPECIAL PROVISIONS AND THESE PLANS. Q \ a I / n 1 95 2) CAST-IN-PLACE CONCRETE PIPE SHALL NOT BE USED UNLESS IT IS SHOWN AS AN ALTERNATE ON 7'HE DRAWINGS APPROVED BY THE II d / CITY ENGINEER. 1 7S / zm N 62'T-B-I ,0 I 0 ao 1 72 I /% 3) CONCRETE MIX DESIGNS SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. / 40 T-B-1 /-' ' 1>1 / 1 7 1 /� 4) TRENCHING AND BACKFILLING SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE SOILS ENGINEER. 2i \ 176 JaF 'M� dm I / / \ L=38.37' N z 5) THE MINIMUM COVER OVER THE PIPE SHALL BE 3 FEET, MEASURED FROM TOP OF PIPE. o u o a SEE' BO °D1 n o 1 70 ,no o +y J/ apo / / 6) BACKFILLING OF THE PIPE SHALL NOT BE DONE UNTIL THE CONCRETE HAS DEVELOPED 80 PERCENT OF ITS DESIGN STRENGTH. NO Ks m � \ CL. TNT � oio In �o rT / v°�N � � TRAFFIC SHALL BE PERMITTED ON TOP OF THE PIPE UNTIL THE CONCRETE HAS ATTAINED ITS DESIGN STRENGTH. N \ 7 `•'� 16+71.19-CO KTREE ROAD= +++ �M 3 I / /Y AT-B- \ 7) WATER DENSIFICATION METHODS FOR BACKFILLING THE PIPE WILL NOT BE PERMITTED. MECHANICAL COMPACTION WILL BE REQUIRED. \ \ 20+10.40-C DAR MESA DRIVE `r0 vi �Z _ - \ AN 8-INCH LIFT OF LOOSE BACKFILL "SHADING"OVER THE PIPE WILL BE PERMITTED 24 HOURS AFTER INITIAL PLACEMENT, PROVIDED _ _ 1 69 SEE SHEET 16 THE FORMS ARE STILL IN PLACE AT THE TIME OF"SHADING". 8) A MINIMUM 6 SACK PER CUBIC YARD DESIGN MIX SHALL BE USED AND THE COMPRESSIVE STRENGTH OF THE CONCRETE(F'c AT 28 INT '`� / DAYS SHALL BE AT LEAST 4000 PSI; THE MODULUS OF RUPTURE SHALL BE AT LEAST 550 PSI. FOR VELOCITIES GREATER THAN 10 +00.00-CORKTRE� ROAD= III ----- - \ - FT/SEC, BUT NOT GREATER THAN 20 FT/SEC, THE COMPRESSIVE STRENGTH SHALL BE 5000 PSI. AND A 140 DEGREE SEGMENT OF THE Z 20+63.36-HILLSID ))RIVE r, ✓ =r +_= �'� 168 INVERT SHALL BE THICKENED BY 2 ADDITIONAL INCHES; FOR VELOCITIES GREATER THAN 20 FTNSEC, THE C, DEGREE SEGMENT OF Qt` � � Q THE INVERT SHALL BE THICKENED BY AN ADDITIONAL 4 INCHES; FOR VELOCITIES GREATER THAN 25 FT/SEC, THE 140 DEGREE HOA LOT 7 -COR _��'"- \ '� \ 320 SEGMENT OF THE INVERT SHALL BE THICKENED BY AN ADDITIONAL 6 INCHES. THE COMPRESSIVE STRENGTH SHALL BE 5000 PSI. 10+52. ST. STA. 9) THE CONSISTENCY OF THE CONCRETE SHALL BE SUCH AS TO ALLOW IT TO BE WORKED INTO PLACE WITHOUT SEGREGATION. THE CONCRETE FOR THE CAST-IN-PLACE CONCRETE PIPE SHALL HAVE A SLUMP OF 2"PLUS OR MINUS 1". 557'40'S8W <e 10) FLY ASH,MEETING ASTM C 618, MAY BE USED TO SUBSTITUTE FOR CEMENT(UP TO 15 PERCENT OF CEMENT BY WEIGHT). WHEN FLY d 0 34 / ASH IS USED, WATER REDUCING AGENTS MEETING ASTM DESIGNATION C 494 WILL PERMITTED IN AMOUNTS RECOMMENDED BY THE i 34 ,p' 40 LAT-B- a d o,-0 / tiQ II R0q \ SUPPLIER AND APPROVED BY THE CITY ENGINEER. NO 07HER ADMIXTURE SHALL BE USED IN ANY CLASS OF CONCRETE WITH WRITTEN PERMISSION FROM THE CITY ENGINEER. � B d � SEE ABOVE �"�i o Om I � ti• �y �� ° � 11) AT THE END OF ALL POURS AND THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL INSTALL N0. 4 DOWELS, 24 INCHES LONG, r ( - z h "'-au o y 12-INCH CENTERS AROUND CIRCUMFERENCE OF CAST-IN-PLACE PIPE. i N N 4.<.. w Vl 01�O -�.' may' J 1- /i / E MAXIMUM EARTH COVER SHALL BE 20 FEET FROM THE TOP OF PIPE.12 TH n n a ) II o F �� �n ���� / �m our AST IN PLACE CONCRETE PIPE, WHICH IS TO BE MAINTAINED BY THE COUNTY OR CITY, SHALL NOT BE PLACED EXCEPT IN THE d d w N I n co N + n m�"I �o o 0 LAT-B-3 3 1 9 13) c a ,0 o rjM x '�`� / 34 O PRESENCE OF THE APPROPRIATE AGENCY INSPECTOR. THE INSPECTOR FOR THE CIPP SMALLER THAN 39'IN DIAMETER SHALL BE rn N N o g 1 6 1 I / a tO = E SEE SHEET 16 PERFORMED BY VIDEO CAMERA AND CORE JUST PRIOR TO THE FINAL ACCEPTANCE OF THE SYSTEM. Boa 46 �� 17+54.22 CL. INT. J 1 rj9 a ro / (I(� }.) o 410+00.00 LAT-B- v 14) TYPE V CEMENT SHALL BE USED IF THE SULFATE CONTENT IN THE SOIL IS GREATER THAN 2,000 PPM. ++ ' 1 62 / 10+12.87 ST. S / 15) CONTINUOUS INSPECTION AND TESTING IF CIPP PLACEMENT IS REQUIRED. Na �poj �'r '� /� q2 1 65 ; T/fj7+89.98 CL. TNT. 34 1 g� _ 16) CONTRACTOR SHALL ALLOW INSPECTOR INTO PIPE WHILE UNDER CONSTRUCTION AND R00 FOR WALL THICKNESS AT A MINIMUM OF 25 ui++ ++ 1 ++ I // 1 6 6 10+00.00 LAT-B-4 17+89.15 PRC=\ CY INTO THE POUR. �' 21+25.38 ST. sTA. CONSTRUCTION NOTES: LINE A \ J - - / _ 21+24.55 ST. STA. \SEE SHEET 2 42 1 60� i -_ / 1 6 17+91.48 CL. MH. =43 34 CONSTRUCT 54" RCP (CIPP ALTERNATE) D-LOAD PER PROFILE �1 O , '� / 2 21+26.88 ST. STA. �e•� \ \ - ---���- 69% -��� AT-B- I 40 CONSTRUCT 18" RCP CLASS IV SEE SHEET 16I`-- MATC'�••��NE-18 M 42 CONSTRUCT MANHOLE NO. 2 PER RCFC & WCD STD. DWG. NO. MH252 _ J SEE SHE " W 43 CONSTRUCT MANHOLE NO. 4 PER RCFC & WCD STD. DWG. NO. MH254 \ LAT-A-20 �- _ /� I I SEE SHEET 2 / A8Z j ,� -J.' I II SD CURVE DATA 44 CONSTRUCT JUNC11ON STRUCTURE NO. 2 PER RCFC & WCD STD. DWG. NO. JS227 USE WATERTIGHT JOINTS A. DELTA RADIUS LENGTH TAN 45 CONSTRUCT JUNCTION STRUCTURE NO. 4 CASE I, PER RCFC & WCD STD. DWG. N0. JS229 A 40-07'19" 45.00' 31.51' 16.43' 1$ , #* HIGH-VELOCITY PIPE NOTE (RCPI $ B 2'45'43" 462.00' 22.27' 11.14' 46 CONSTRUCT CATCH BASIN NO. 1 PER RCFC & WCD STD. DWG. NO. CB100 \ THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE MUST BE C 7'47'30" 387.00' 52.63' 26.36' 47 CONSTRUCT CONCRETE COLLAR PER RCFC & WCD STD. DWG. NO. M803 INCREASED TO PROVIDE A MINIMUM OF 2 ADDITIONAL INCHES OVER THE REINFORCING WHEN * •OMJOII3 � D 19'12'29" 387.00' 129.74' 65.48' / THE DESIGN VELOCITIES EXCEED 20 FPS AND 4 ADDITIONAL INCHES WHEN THE VELOCITY MEETS * E 46'35'49" 55.00'* # 44.73' 23.69' 1 inch= 40 ft PLAN OR EXCEEDS 30 FPS. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE © �IV F 3623'26" 55.00 * 34.93' 18.08' 40 0 20 40 e0 1so LINT= s�s Fc=5,000 psi AT 28 DAYS. G 00'38'27" 502.00' 10.85' 5.43' *** 4 FT. LENGTHS, 5'BEVELED BOTH ENDS GRAPHIC SCALE(IN FEET') NO. DATE BY REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: CERTIFICATION: eR°FESS'°Nq� _ CITY OF LAKE ELSINORE 7 ALERT A 9112l13 (I". As-BUILT OL0¢ A.1 �p�� F Fyn SHEET 2 THESE PLANS HAVE BEEN REVIEWED FOR COMPL4WCE WITH THE 4� TRACT NO. 30494 A C�''QLIJ�^1PO0 I� = 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY - No.23434 LAND PLANNING ENGINEERING OF: `1 c AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING 0 0 O a STORM DRAIN-PLAN +PROFILE * Exp. 12-31-07 * 1181 CALIFORNIA E. STE.202 CORONA,CALIFORNIA 92881 /al 7e/L 5 0}//�7 (951)2s 1 FAX(951)20D4150 LINE 'B'- 10+00.00 TO 18+00.00 FILE No. KEN A SEUMALA, P.E.NO.56915 A� r Q TWO WORKING DAYS 6 '4TF OF I CA`�FOe'� RCE 23434 ///�/A� LAT'B-1' +LAT'B-2" �,7�TOO BEFORE rou Dlc 7 DENNIS D. NELSON LICENSE N0. DATE W.O. FOR: F.B.