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Home My WebLink About3803-22I -•---C MAIN LINE RCS JEDGEW BSEE75Um STATION POINT. SEE NOTE 2 I Zf f WM4 r Mug.; r wR fiuln r IOM 0 450 mm 4. LATERAL i CONNECTOR PIPE F BARS f ti 4'�� i5 0M BOTH WAYS TC .f BE USED WHEN B IS 1500 mm (£I08) OR MORE (OM #3 OR 114 4Q 0166) oc SECTION G -G ' V BARS ROUND EDGES TO 1 APPROXIMATE R `Ez OF ID OF LATERAL E� E WI TH A. MAXIMUMCD p_ _ , D&E BARS .. D. DE. 14 8r G BARS B T a °D m a �' �, 300 an 112'1 130 mm (S•) Q 375 nen 0501 130 mm (90) SHEET ti OF 2 WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 84 CONSTRUCTION JOINT NEW OR EXISTING fifCB. SEE NOTE 6 -- +o . h - 0 450 mm 1100) 130 mm (s•) 525 mo (211) 130 mm IS•) 600 mm (24.1 ••_, 675 mm (2T) 140 IS 112'1 750 am (30'1 iso mm (6•)PLAN =' 625 mea (33.1 160 ..1611491 975 no (3643 170 m (6 V 990 mm 13901 180 mm (70) 1050 mm (42') 190 = it. V261 ELEV. R ELEV, S i W BARS r�� D BARS - ANY STANDARD F RARS PIPE JOINT 2-H BARS 100 mm t-- 14.7 OC. SEE NOTE 3 I _ EDGES 450 mm t� I Q3 OR •4 aD ELEV. S. O te•) OC ELEV. R. SEE NOTE 8 SEE NOTE B E B AR S i ~' N c `O d 6 in 1125 mm (451) 200 Am 17 31/49 1220 me (481 210 nim (80) 1275 mo151`) _ 220 ri t41m 1350 mm (540) 230 mm (9`) 1SOO mn l5T) 240 = (9 V4'1 1500 mo (600) 240 = (9 VY) 1650 mm 1630) 260 m 110'3 1680 Nw (66') 260 m 00 V4 1800 mm (69'3 260 .m 00 3149 1960 mw (724) 280 nwn (l14) 1950 an 17843 300 4R 18 31411 2-G BARS 100 mm ' s (4•) OC. SEE NOTE 3 • • �• v �' �" .. :; UNDISTURBED EARTH BACKFILL WITH 265 Ko -C-14 tV4Pa (450-C-2000)` MIX CONCRETE. OR COMPACT SOIL TO RELATIVE DENSITY 2100 m (849) 320 m 02 IM 2400 mw 190 } 340 m 03 1147 108 10 a m Y 2440 me (961) 360 = (140) 2550 m (102')400 • U5 m 2700 me {108' 410 mm (16') 3000 ere IQ4') 420 m061&) ti t r n. 3050 m Owl 430. nm tIr) a REOU I REO BY SPECIFICATIONS. BACKFILL rn MAY BE OMITTED IF STRUCTURE IS LAID 3150 m (1259 430 18M 01 a C ON UNDISTURBED EARTH TO STORM 3300 m 1132') 450 m 07 V2'S SECTION Z "" DRAIN WALL. 3450 m 113841 450 m 07 Mr) ° 3500 r 044-1,460 mw (154) n AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER °A PUA��tM8INC.,JUNCTION aR�ENBdQK cav��rt>: STRUCTURE - PIPE TO RCB STANDARD `A" 333-1 4084 METRIC REv.USE SHEET ti OF 2 WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOT I. VALUES FOR A. 8 AND C SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REQUIRED PER NOTE S. 2. STATIONS SPECIFIED ON THE PROJECT DRAWINGS APPLY AT THE INTER- SECTION OF CENTER LINES OF MAIN LINE AND LATERALS, EXCEPT THAT STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY AT INSIDE WALL OF STRUCTURE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 6ISM, GRADE 300. (ASTM A 615. GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. o. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON PROJECT DRAWINGS, AND SHALL BE CUT IN CENTER OF OPENING AND BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE. b. OMIT H BARS WHEN SOFFIT OF SPUR IS 300 mm (12') OR LESS BELOW SOFFIT OF MAIN LINE. AND OMIT G BARS WHEN INVERT OF SPUR IS 300 mm (120) OR LESS ABOVE FLOOR OF MAIN LINE. 4. JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH MAIN LINE, MANHOLE OR TRANSITION STRUCTURE. 5. FLOOR OF STRUCTURE SHALL BE STEEL. -TROWELED TO THE SPRING LINE. 6. WHEN CONNECTING TO EXISTING RCB, BREAKOUT LIMITS AND DETAILS SHALL BE SHOWN ON THE PROJECT DRAWINGS. 7, EMBEDMENT, P, SHALL BE 130 mm (51 FOR B = 2404 mm (96') OR LESS 200 mm (81) FOR B OVER 2400 mm (96'). 8. IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PROJECT DRAWINGS THEN THE INLET OPENING SHALL FALL 150 mm (68) BELOW THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE FROM MAIN LINE TO CATCH BASIN OR TO GRADE BREAK IN INLET LINE. ELEVATION S SHALL -BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET OPENING FALLS MORE THAN 150 mm (6') BELOW THE SOFFIT OF'THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE AS STATED ABOVE. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY WHEN A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION. 9. LATERALS OR CONNECTOR PIPES 600 mm (24') OR LESS IN DIAMETER SHALL BE NO MORE THAN 1.5m (59 ABOVE THE INVERT. LATERALS OR CONNECTOR PIPES 675 mm (270) OR LARGER IN DIAMETER SHALL BE NO MORE THAN 450 mm (18.01 ABOVE THE INVERT, WITH THE EXCEPTION THAT CATCH BASIN CONNECTOR PIPES LESS THAN 15 m (50') IN LENGTH SHALL NOT BE MORE THAN 1.5 m (5') ABOVE THE INVERT. 10, THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT SHALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE FOLLOWING CONDITIONS: o. ANGLE A IS LESS THAN 3011 b. TOP OF INLET PIPE IS LESS THAN 150 mm (60) BELOW THE SOFFIT c. FLOW LINE OF INLET PIPE IS LESS THAN 180 mm (7.1 ABOVE THE THE FLOOR OF THE RCB AT THE INSIDE FACE 11. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES, IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUnbERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 333-1 JUNCTION STRUCTURE -- PIPE TO RCB It 3/4 SHEET 2 OF 2 CON ECTOR PIPE N' IOM0450 mm . 03 OR @40186) OC 1 ROUND EDGES TO RADIUS OF .APPROXIMATE 10 OF LATERAL. MAXIMUM g 900 mm (361) F 0 Q ,k Iso� A s3 B BARS i6) OUND EDGES TO 75 mm (31) R s mm, 4,. MAINLINE--\ LINE SEE � P NOTE 8 C4 TABLE FOR DIMENSIONS AND BAR SIZES L6 ►-► STATION D2 I` STATION N' SEE No'f0E av4)' OR OR +� m STATION PT. 0 BARS cc LAN B T 0 o49 0 a (ma) (INCHES) (mm) (INCHES) 0 BARS GR 4) 300 12 110. 4 375 15 110 4 1%4 450 18 120 4 1/2 rn w 525 21 130 S ELEV. ELEV. 600 2.4.E 140 s tl4 ' �EE I I STA. STA. .675 27 140 3 1/2 TSO 30 160 6 a 823 33 160 ' 6 1/4 , 900 36 170 6 1/2 I - 975 39 160 7 --- 1050 42 190 ? 1/2 13M0450 mm (04018.1 �OC. p25. 4S 200 ? 3/4 0 0 1 BOTH WAYS, T0.8E USED WHEN 200 9 210 8 �, 02 IS 1500 mR► (60) OR MORE 1270 5 220 -e I/2 1350 344 230 LONGITUDINAL SECTION 9 . O. 1425 37 240 9 1/4 ` D 6 AR S I lsoo 60 250 9 1/2 A BARS OR 43 1575 63 260 10 1' F BARS �,[ r F\ 1650 66 260 101/4 1725 69 280 10 3/4 r 1800 72 260 11 / E^ ' 1950 76 300 It 3/4 JARSs r Rusucwoaxs eroNc.. METRIC � P IOM0450 mm I. m (03 OR 04 8 BARS 2100 84 320 121/2 SHEET 1 OF 2 USE IMTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Q 18•) OC 1 2230: 90 340 13 1/4 ELEV. R ELEV, S 2400 96 360- 14 j I 23501 102 400 15 IJ2 g g 2700 108 410 16 + 2850 114 420 16 1/2 3w ' m 15MO450 mm (04086) OC. -r 3000 120 440 17L :. BOTH WAYS, TO BE USED 3150 126 440 IT ti W El1NA0RE S 1500 mm (600) �- :3300 132 450 17 1/2 a 9 , a 4. MAIN LINE 3430 138 450 1? 1/2 411 a N SECTION N'_ -N"' -N" 3600 144 4so 18 PROJECTED ON M -M --N" AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMtT.GATirp TRANSITION STRUCTURE STANDARD PLAN JARSs r Rusucwoaxs eroNc.. METRIC � PIPE TO PIPE 340-1 SHEET 1 OF 2 USE IMTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WQ-T ES I . THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. 6. SHALL NOT EXCEED 50454. 2. VALUES FOR A. B, C, D1 AND D2 ARE SHOWN ON THE PROJECT DRAWINGS.LEVATION R AND ELEVATIONS ARE SHOWN WHEN REQUIRED BNOTE 10. 3. FLOOR OF STRUCTURE SHALL BE STEEL. TROWELED TO SPRING LINE. 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615). GRADE 300(48). AND -SHALL TERMINATE 40 mm (1 1/21 CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE. SHOWN. LONGITUDINAL BARS SHALL BE IOM 0 450 mm (63 OR •4 0 1$') OC OR LESS. 5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS OPERATION. EXCEPT THAT THE CONTRACTOR `SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT LONGITUDINAL. KEYWAY. 7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION OF THE CONTRACTOR TO MEET RCP ENDS. USING D BARS, LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION OF SAME. DIAMETER AND SPACING AS SPECIFIED IN THE TABLE. BUT ENGItEER.GE iN THE LOCATION OF SPUR MUST BE APPROVED BY THE 8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE, UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS. 9, WHEN THERE IS NO SPUR REQUIRED,, A B B BARS SHALL. BE OMITTED. 10. WHEN ELEVATION R AND ELEVATIONS ARE NOT SHOWN ON PROJECT DRAWINGS, INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S SHALL BE SHOWN ON PROJECT DRAWINGS.AND INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON PROJECT DRAWINGS ONLY WHEN STUB IS TO BE PROVIDED IN MAINLINE FOR FUTURE CONSTRUCTION OF INLET PIPE. 11. THE MAXIMUM COVER LABOVE THIS STRUCTURE SHALL. BE 7.5 m t25). IF THE COVER EXCEEDS 7.5 m (25') A SPECIAL STRUCTURE SHALL BE DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS. 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE. METRIC VALUES EXCEPT REINFORCING BAR SIZES IN LENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS `A SOLI TION - SOUTHERN N GAtfFORN1A CHAPTER srAN sic M METRIC SNEET20-F2 T ►f SITIO ;ST'RUCTURE roomPIPE` TO PIPE Q�QUS/pay BASIS OF BEARINGS LEGAL DESCRIPTION OWNER/DEVELOPER SOIL ENGINEER THE BASIS OF BEARING IS BASED ON THE WESTERLY BEING A SUBDIVISION OFA N 4 79 LINE OF THE NORTHEAST QUARTER OF SECTION 23, PORTION OF THE SOUTHEAST 1/4 CENTEX HOMES ALBUS-KEEFE AND ASSOC., INC. TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN OF SECTION 14, TOWNSHIP 1265 CORONA POINTE COURT 1011 N. ARMANDO STREET' ON RNAL TRACT MAP NO. 13750, BSHIP 1 NO LED IN BOOK 250, RASE 6 'SAN SHIPBER1 NORTH, CORONA, CA 92879 ANAHEIM, CA 92806 c1'� cW AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFRCE , MERIDIANCOUNTY OF SAN PH: (951) 279-3000 PH: (714) 630-1626 OF CA0 OF THE COUNTY RECORDER OF SAN BERNARDINO BER DLANO. FAX: (951) 279-2100 FAX: (714) 630-1916 COUNTY, BEING NORTH 00''30'24' WEST. BENCH MARK: Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO. QROFESSI pNq CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COYOTE CANYON INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THEo COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL '� E N I Ill E E R! N G DRAWN BY: SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 ARIc M. TORREYSo ?, STANDARD PLAN SCALE: FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No 55055 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. DETAILS AS SHOWN FEET SOUTH OF THE CENTERLINE OF -SUMMIT AVE. SET FLUSH DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO 06-30-06 PH. (909) 783-0101 FAX (9 09) 783-0108 DESIGNED BY: DATE: BEE ❑ I� E � DAYS BEFORE F"p' A.T. AUGUST 2005 ON THE NORTHWEST CORNER OF A 10 FOOT WIDE YOU DIG You DIG BRING THEM -INTO CONFORMANCE WITH CONDITIONS AND ,� c i� ��PREPARED BY: ARIL TORREYSON R.C.E. No. 55058 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A�STANDARD TOLL FREE 1-soo-227-2600 STANDARDS IN EFFECT. 9lF pF vDA��FOQ` EXP. T 06-3 CHECKED BY: APPR D BY: DRAWING NO.: � MWDSC 3 INCH BRASS DISK STAMPED 33A 1992. C.V.A. 06 NAVD 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT R�coav ops wi�vc� o� o�/i� . . DATE: 3803 28 Y ENGINEER R.C.E. 51152 DATE: