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Home My WebLink About2278-D CONSTRUCTION JOINT titQ -F BARS NOTES #I3 0 1$" OC �I I i ----� SPUR �.J. I. VALUES FOR A. B AND C SHALL BE SHOWN ON THE PROJECT x r DRAWINGS. ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN — o f , T B T REQUIRED PER NOTE S. WIBARS I l F BARS #4 ®Iw oc 2. STATIONS SPECIFIED ON THE PROJECT DRAWINGS APPLY AT THE BOTH WAYS INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERALS, Q TO HE USED EXCEPT THAT STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY R ROUND EDGE 60£0R IS AT INSIDE WALL OF STRUCTURE. TO 3 RADIUS #3 5' •- :!? E 4 STATION POINT I6" Oc SECTION G—G 3. REINFORCING STEEL SHALL BE PER LACFCD STD. #AWG. NO. 2-D 171! (SEE NOTE 2) a. STRAIGHT BARS SHALL BE 1 1/2" CLEAR FROM FACE OF CONCRETE UNLESS P� OTHERWISE b. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL � ELEV. 9 ON PLAN, AND SHALL BE CUT IN CENTER OF OPENING AND BENT INV INTO TOP AND BOTTOM OF JUNCTION STRUCTURE. G' 4 c. OMIT H BARS WHEN SOFF17 OF SPUR IS 12" OR LESS BELOW ROUND EDGES TO SOFFIT OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF SPUR • �� I �� '0 APPROXIMATE RADIUS Ir IS 12" OR LESS ABOVE FLOOR OF MAIN LINE. z WITH A MAXIMUM LATERALOF ID OF B T 24 — 3 I OF 36" 4. JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH ( O D'• " D a E BARS (INCHES) IINCHESI i MAIN LINE STORM DRAIN. MANHOLE OR TRANSITION STRUCTURE. 00 2 8 &S 2 T M D / P R D.-E. H & c BARS a 5. FLOOR OF STRUCTURE SHALL BE STEEL-TROWELED TO THE SPRING qw 00I V, a12 4 LINE. — I 15 4 114 le 4 I�x 6. f� = 3000 psi AT 26 DAYS. U -- - — CONSTRUCTION JOINT 81 5 0 2 24 5 v4 ?. EMBEDMENT, P. SHALL BE 5" FOR B = 96" OR LESS AND 8" FOR B 20 e. PLAN 27 51/2 OVER 96". 56130 IN . 33 a IM S. IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PROJECT NEW OR EXISTING RCB 36 6 112 DRAWINGS THEN THE INLET OPENING SHALL FALL 6" BELOW THE 54 5 I V - - ' ss 7 SOFFIT QF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAkGHT W BARS 42 7 I!z GRADE FROM MAIN LINE TO CATCH BASIN OR TO GRADE BREAK IN 4 D BARS ANY STANDARD a 7$!4 INLET LINE. 4 PIPE JOINT ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF THE 12-H BARS F 8~RS 51 81/2 INLET OPENING FALLS MORE THAN 6" BELOW THE SOFFIT OF THE 14" OC 57 994 a MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE AS { m 2 tD STATED ABOVE. 6a avNL j EDGES 63 I1 ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS OY 6 F 18" ac ss to v4 # WHEN A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION. { ELEV. S E BARS ELEv, R 69 to 3!4 72 it • X • ' •B I 10, A„ DC �.;.. 76 t1 3/4 { { i - — 2-(I BARS 84 12112 UNDISTURBED EARTH 90 t3 I!4 a. -,•o. 96 14 p BACKFILL WITH 1-3-5 MIX CONCRETE. 102 151/2 { - OR COMPACT SOIL TO RELATIVE 108 I6 DENSITY REQUIRED BY SPECIFICATIONS. 2C F.- BACKFILL MAY BE OMITTED IF 114 16 1/2 ti 0 STRUCTURE IS LAID ON UNDISTURBED 1.20 17 at � IJ2 - C I I SECTION p—fj EARTH TO STORM DRAIN WALL 1126 32 ITI '0' —I I ISB 17 1!2 S 144 I$ H • 1 10' CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPR13VED BY+ APPROVED BY,STANDARD PLAN JUNCTION STRUCTURE I'10. 1 STANDARD PLAN ` JUNCTION STRUCTURE NO. 1 . STREET CONSTRUCT/ON NOTES -�-� �� 330 330 CITY ENGINEER ,RATE USE WITH STANDARD SPEOnCATIONS FOR PUBLIC WORKS COMMUCTION CITY ENGINEER DATE USE WITH STAWOARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION R-M 24953 SHEET I DF 2 tP-C.E 24953 1 _ 1 SHEET 2 Ur 2 t Oco PERSTY OF RANCHOr cum? ECUCAMONG STD. DWG NO. 302E N-66.4' (2 GRA TES) NOTES: M. W.D. NOTES �9 CONSTRUCT LOCAL DEPRESS/ON PER C/TY OF RANCHO / - / I 1. DIMENSIONS NOT SHOWN ("B" & "T") SHALL REFER TO C/TY OF R.C. STANDARD PLAN 330. 1. APPROVAL SHALL BE OBTAINED FROM MWD FOR WRK WITHIN THEIR RIGHT-OF-WA Y. CUCAMONGA SID. DWG NO. 307, CASE F /�/ i 2. DIMENSION "H" SHALL BE 2-25` MIN. DUE TO VERACAL SLOPE OF 7HE PROPOSED LA TERAL CONTACT STEw BRADLEY, MWD WATER SYSTEM OPERA AGNS GROUP AT (909) 10 CONSTRUCT JUNCAON STRUCTURE PER DETA/LS ON SHEET 3 / �/ I RCP. CONTRACTOR SHALL VER/FY DIMENSION "H", "r AND SAWLY/T L/NE & BREAKOUT L/M/TS 392-5137 A T LEAST T14R'J *vRK/NG DA YS (MONDA Y THROUGH THURSDA Y) PR/OR TO / / I 3. EPDXY DOWELS SHALL CONFORM TO HIL A HY-150 MAX-SD OR EQUAL AND BE CENTERED A T STAR7ING WORK /N THE NC/N/TY OF MWD FAOIL/AES AND RIGHT-OF-WA Y. 11 INSTALL 24" RCP STORM DRAIN (2000 D) / , / I THICKNESS OF EX/STRCB WALL, TYP. 4. REPLACEMENT STEEL FOR EX/ST. RCB CUT REBARS SHALL BE PLACED EACH FACE OF THE 2. A PROTECAON PLAN /N ACCORDANCE WITH THE SHORING SYSTEM STANDARDS OF THE WALL (REINFORCED WITH DOUBLE LA YERS) CALIFORNIA CODE OF REGULA AONS (CCR) ATL£ 8 WULD BE ACCEPTABLE TO PR/VA TE STORM DRAINI 5. HYDROPHILIC WA TERSTOP SHALL BE ADEKA UL TRASEAL MC-2010 OR EOU/VALENT. METROPOLITAN. /F THE PROTECAON PLAN VAR/ES FROM THE SHORING SYSTEM SEE GRAD/NG PLANS ' I STANDARDS OF CCR ATLE 8, THEP LAN MUST BE PREPARED AND SIGNED BY A CIVIL OR STRUC7Z/RAL ENG/NEER CURRENM Y REG/STEREO IN THE STA TE OF CALIFORNIA. THE #5 EPDXY DOWELS COMPLETED SHOR/NG DRAwwas MUST INCLUDE A DETA/LED PROCEDURE FOR THE INS TALLA AON AND REMOVAL OF THE SHORING. DESIGN CALCULA AONS MUST FOLLOW THE PR OSED R/W j / I 5" MIN. 8 M/N. T B T 8 M/N. (SEE NOTE 3) GU/DEL/NES SET FORTH /N ATLE 8, ARACLE 6, OF THE CONSTRUCADN SAFETY ORDERS EMBED Lr(f LrQ ACCEPTED METHODS OF ANAL YS/S MUST BE USED. a • M _T 1D � / + _ 3 BARS E.F. (SEE NOTE 4) TYP EPDXY DOWELS (2) 5 BARS E.F. (SEE NOTE 4) x 2-6" LONG TYP. 3. IF METROPOL/TAN'S RCB /S PARAALL Y EXPOSED DURING CONSTRUCAON, /T MUST BE T & B & EA. SIDE BACKFILLED TO A MIN/MUM OF 6 INCHES ABOVE THE TOP OF RCB W1'TH SAND N o / / I Q COMPACTED TO A M/N/MUM OF 90 PERCENT COMPACnom H 20 VFH/CLE MAYBE USED WHEN THE COVER /S BEJNL�EN 4 AND 9 FEET. WHEN THE COVER IS LESS THAN 4 FEET, THE FOLLOWING LOAD/NG RESTRICAONS WILL APPLY : y y o I V I v p , °o DURING CONSTRUCAON.• Q �, V / / 11 0 2.D.'�' EX/ST. R \\ EXIST. MWD W /F THE COVER ABOVE THE RCB /S BETN£EN 3 AND 4 FEET, EQUIPMENT MUST BE G : �: ,' / / O � � 12 x12 RCB �m � I RESTRIC7E0 TO THA T WHICH IMPOSES LOADS NO GREA TER THAN AASHTO H-10 \ -- -- T. -- -- -- -- LOAD/NG - - - - - - - - - - - i= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - IF 2" CLR 2" Oft R. 15 EPDXY WHEN THE COVER /S GREA TER THAN 2 FEET BUT LESS THAN 3 FEET, EQUIPMENT I �" DOWELS BENT MUST BE RESTRICTED TO THA T WH/CH IMPOSES NO GREA T£R THAN THA T OF A -W. . : w ---r :. W: I I ® s/DES 1=5" M/N. TRACK-TYPE TRACTOR WF/GH/NG A MAX/MUM OF 12,000 POUNDS. W I I W x • • wT ; - w 1 ; --- - ----- I - I 2.6" WHEN THE COVER IS LESS THAN 2 FEET, ONLY HAND EOU/PMENT MAYBE USED. v O11 ® 52.9 ' W I V I (2) 15 BARS E.F. IYP. 0 EA. I N I SIDE (SEE NOTE 4) It 0 BARS E.F. TYP. 0 EA. I SIDE (SEE NOTE 4) jf5 EPDXY DOWELS x 2=6" LONG wW W W W W W W - W - W W v TYP. T & B & EA. SIDE %4D Vh Z Z o N ESCRIPTION OF CHANGE DATE APPROVED �000N o t� (�� l0 3 5" MIN. EMBED TW. CITY OF RANCHO CUCAMONGA V �J �J _J W I 8 (2)15 BARS E.F. (SEE NOTE 4) ®T P&OXBY DOWFLSAB/^NT STORM DRAIN IMPROVEMENT PLAN ARROW 9 ROUTE �s BARS E.F. (SEE NOTE 4) .94 12=6" FOR ✓vNCAON STRUCTURE ARROW ROUTE BREAKOUT LIMITS AND CONNECT/ON DETAIL �' DRC 2008-00632/?POW 2010-00460 PROPOSED CLR. JUNCTION SAWCUT LINE & APPROVED BY: DATE: 5-2 -// DICE KT STRUCTURE BREAKOUT UM/T5 11�1L. 4, CITY ENGINEER �' - RCE NO. 53672 E3&Oz Op) 7— ,_ PLANNING ENGINEERING SURVEYING �Cv� ,\0 L' WiS./ �2� DESIGN REC MME D HYDROPHILIC 4.HHH Fnrarpr RR I.rr:la Vn^rr,Hi.mR 1 PH v, Q � � SB&O INC. LK Terrien-ula,Ca.625S7 fn 2 T T T T T T WA7ERSMP «'a . J-5'1-B 13-8000 w No.52921 m ALL AROUND EXIST. RCB WALL 951 695 89171 Fax Exp. 12/31/12 v DRAWN GRAPH/C SCALE ' (SEE NOTE 5) z OF 4 SEMON ON �ir�vw L�IJ��t .S-�S-/f 9TF 1FO�P CHECKED DRAWING NO. 811 IF CAL 10 0 10 20 300 DAWD L. W 11TE, R.C.E. 52921 EXP. 12/.31/12 SB&O, INC 2278—D