The URL can be used to link to this page

Home My WebLink About3803-193-ISM04) J BARS, .c 41.2 m OPTIONAL 1.4 m t4`-8.1 LONG, ROUND TO 75 0m 13.1 R ' B .BARS 715M 9 450 mm 04 a 1811) 75 m13.1 OC CONTINUE F dI F OPTIONAL FILLET (4' -O') EDGE OF OC BOTH MAYS. TO BE 15M a +450 mm {t/4 M 1$1 OC ADDITIONAL BARS ? CONCRETE _ N - `M R = 10 150 1m► 16.1 Oc TO INSIDE STREET �. SHAFT QGE OF MANHOLECttC OU OF SPUR t 125 mm x 50 mm (5' x20) T TIO - SPUR STD. PLAN 324 PIPE SEAT 125 mm : 50` mm (5'x 150 mm (6`) 4-131 ��i Hd BARS 900 mm 15 inert 460' N t D BARS 2') PIPE SEAT ANY STANDARD 13' -0.1 LONG ' w 125 mmx25mm(5•xI'1 D BARS 3-D BARS, TS nwn PIPE JOINT (30) OC CONTINUE DETAIL *N* 150 (60) Ir 1800 mm 2- ROUND EDGES I P TO 75 � mm OC (RINGS AND COVER NOT SHOWN) 0 LF mm (3') R P 740 r 4-20Mt#6) E BARS SEE NOTE 2 SEE NOTE 3 2250 mmO• •_ ELEVATION t 4) t IOM a 450 mm t•3 E BARS MANHOLE OR •4 a 18") OC w STATION_ TIE BARS B .BARS 715M 9 450 mm 04 a 1811) A B 8 BARS OC BOTH MAYS. TO BE 15M a +450 mm {t/4 M 1$1 OC USED WHEN B IS 1500 mm _ N - `M R = 10 WHEN 02 IS 1500 mm, (60.) STREET STAII Off�.. r -- OF SPUR CONCRETE RINGS PER GRADE STD. PLAN 324 1425 44((11 WITH A VA)L 15 inert 460' MANHOLE FRAME 1 mm 96 31) -163b ' w 125 mmx25mm(5•xI'1 'D OF 1050 mm m RING SEAT 1800 mm 2- AND COVER PER F 0 LF [3'-6'1W H BAR 2250 mmO• STD. PLAN 630 2400 mm- 96•) E BARS MANHOLE TIE BARS w F F J BARS PLAN SHAFT 00 tempM4136101 m 1 met( 450 111011 14 PER STI?. � all- 4 O mm D BARS .(SHAFT NOT OWN) PLAN 324 � W TIE BARS o matt 10041 _5 STEPS 2820 mm (11441) 420 mm t 1/20 F BARS 4 mm 17• 0 V 1 mm 03 2. 445 an I 1129 TIE eARS- F BARS 125 mm Y 50 .,�... TIE .-- t5'><2•) t BARS PIPE SEAT F A 8ARS 125 mid z l ELEV. R (50) Io T'i ry ELEV. S SECTION V OMIT THIS STEP IN PAYED. STREETS ::�\ H BAR 150 mm (6111 400 mm (1160) FOR PAVED STREETS. 650 mm (2'-2' FOR UNPAVED STREETS-' ISO mm (6• TIE BARS= 9 SECTION CI((//�.�__ V AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER B .BARS 715M 9 450 mm 04 a 1811) .Lj OC BOTH MAYS. TO BE 15M a +450 mm {t/4 M 1$1 OC USED WHEN B IS 1500 mm BOTH WAYS. TO BE USED (60•) OR MORE WHEN 02 IS 1500 mm, (60.) 1103 nwn 17 3/46) OR MORE 20 mrn • SECTION N-M-P_O CONCRETE RINGS PER � STD. PLAN 324 1425 44((11 125 IMI 15 inert 460' STREET GRADE 1 mm 96 31) -163b ' w 125 mmx25mm(5•xI'1 1 2 mrn m RING SEAT 1800 mm 2- ",4 1 ` mmt {743• 150 mm (6' ) 2100 mm 484.1 H BAR 2250 mmO• 2401VARIABLE 2400 mm- 96•) E BARS 2550 mm 470 2.1 TIE BARS _270D mum 8• F F J BARS 2850 mm 1114• ROUNDTO 00 tempM4136101 mm )ER 75 (3 1 met( 9 SECTION CI((//�.�__ V AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PR0IAULCBY FINE MANHOLE PIPE TO PIPE STANDARD PLAN METRIC pUBIJC WORKS STANDARDS NCAROla INC.. GREENBL,OKC04WtTTEE (LARGE SIDE INLET 322-1 REV` IM 1050 mm f42.1 SHEET 7 OF 4. USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ATION --. LONGITUDINAL SECTION YABLIE OF BARS SIZE 408 0 Oft F D mm1'- T i E -I M 9 120 Mm rJ n 1050 n 4 .1-2100 mm 484•) M0 7 mm s 301 15M 0 150 m Im.- • TABLE OF VALUES Fall F at r MIS m 465 mm t6 1/2") 973 mm 180 - mm T•l 1050 mm f42.1 190 rrten t 1/2' itZS mm(41.1 1103 nwn 17 3/46) erten 80 20 mrn • e2 111011 45 01 215 mm- � Omm 1425 44((11 1/ • 15 inert 460' 1! ' 1 mm 96 31) -163b 255 mm (1011) 1 2 mrn 260. mm 110 1/4.) - mm 410 3/44 1800 mm 2- 280 mm 114} 1 ` mmt {743• O mm 11 40 2100 mm 484.1 320 MM -C1 1/29 2250 mmO• 33 min 1 1/4• 2400 mm- 96•) 5 mm (140) 2550 mm 470 2.1 95 mm 415 1/2'3 _270D mum 8• mm 2850 mm 1114• 4 mm 1 1/21 00 tempM4136101 4 mn 17' 1 met( 450 111011 14 00 mm445 mm IT 4/201 4 O mm 445 mm f T !13600 rtvr455 ' TABLE OF VALUIES FOR T STANDARD PIAN METRIC 322 - '1 MANHOLE. PIPE TO PIPELARGE SIDE INLET i ) 300 Mtn 112' 100 mm (4 at 75 mm (150) no mm 14 1/4 50 mm (18*1 11mm 44 1/26 5 (21`) 123 nvn 1511) o mm (24.1 135 mm (5 1/4.1 6 mm 1274) 1140 met► 15 1/ 750 mm 30.1 -AJR mm 56 825 ertm 336) 160 -mm (6 1/40) 900 mm 4:5601 165 mm -C6 1/29 975 mm i '1, 180 mm ' 1050 men 142.1 190 Mm 47 1/20) 1125 ra_145!L_195 mm 17 21491, 200 mm C49111 205 mm 8' mm c54• . mm a v • 1350 mm (5411) 30 mm 9.1 1425 mm 13711) mm (9 11 • 0 mm • 24 own 9 1 /2• 1 75 mm . 55 awn (10,11 1159 mnt 66• 0 rnm (t0 Ie4iy- 1725mm 1691) 175 M 110 3/44 1000 Inn (721 2ao mm 1111) 1900 MM OO mM 111 3149- 2100 a 320 met► 1 1n03 2 mm 3 Mtn 1 !4• 2400 66) 414' . 2550 mm 1102•) _355 395 men 115 1/211 o matt 10041 _5 mm (feel 2820 mm (11441) 420 mm t 1/20 mm (1200) 4 mm 17• 3150 rnm 412601 .430 rfim 41 • mm 03 2. 445 an I 1129 450 men (138•) mm 6 0 mm 1144.1 4 erten (t8•) AMERICAN PUBLIC WORKS. ASSOCIATION! - SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN METRIC 322 - '1 MANHOLE. PIPE TO PIPELARGE SIDE INLET i ) SHEET 2 OF 4 NOTES 1. VALUES FOR A. B. C. D14 D;2, ELEVATION R AND ELEVATION S ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 2. WHEN DEPTH 111 FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2' -10 1/20) FOR PAVED STREETS OR 1060 mm W-61 FOR UNPAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N'. SHAFT FOR ANY ` DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER DI IS 1200 mm (481 OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 3. 3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 mm(48•) OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45` WITH CENTER LINE. 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS. BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. , 5. P SHALL BE 125 mm (51 FOR 02=2400 mm (9601 OR LESS AND 200 mm (81 FOR D2 OVER 2400 mm (960). 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 5OO(ASTM A 615. GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2.) CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT. WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES OF F SHOWN ON TABLE, SH. 1. 10. IF LATERALS ENTER .�ON BOTH SIDES OF MANHOLE. SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. 11. STEPS SHALL. CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14•) TO 375 mm (151) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm 124'? ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE- QUATE. MAIN LINE = 900 mm (360) INSIDE DIAMETER OR LARGER. B. LATERAL = 30.0 mm (12") TO 3600 mm (144') INSIDE DIAMETERt HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD F1AN METRIC 322-1 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) SHEET 3 OF 4 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT - 900 mm (36').WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. ' 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 17. INHERE A PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT IS SPECIFIED REFER TO STANDARD PLAN 329. 18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE "USED. AL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR tAETRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN 324 MANHOLE SHAFT WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (36•) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -- WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER 630 610 mm (240) MANHOLE FRAME AND COVER 633 914 mm (360) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS. ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC MANHOLE PIPE TO PIPE (LARGE SIDE INLET") 322-1 SHEET 4 OF 4 �OEss BASIS OF BEARINGS LEGAL DESCRIPTION OWNER/DEVELOPER SOIL ENGINEER, ?, THE BASIS OF BEARING IS BASED ON THE WESTERLYBEING A SUBDIVISION OFA r No � LINE OF THE NORTHEAST QUARTER OF SECTION 23 CENTEX HOMES ALBUS-KEEFE AND ASSOC. INC. TOWNSHIP 1 NORTH, RANGE 6 WEST S.B.M. AS SHOWN PORTION OF THE SOUTHEAST 1/4 1265 CORONA POINTE COURT 1011 N. ARMANDO STREET ON FINAL TRACT MAP NO. 13750, RL,ED IN BOOK 250, OF SECTION 14, TOWNSHIP 1 NORTH, CORONA CA 92879 ANAHEIM CA 92806 J� CI RANGE 6 WEST SAN BERNARDINO q � AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE MERIDIAN, COUNTY OF SAN PH: (951) 279-3000 PH: (714) 630-1626 OF CA��F� OF THE COUNTY RECORDER OF SAN BERNARDINO BERNARDINO. O. FAX` (951) 279-2100 FAX: (714) 630-1916 COUNTY, BEING NORTH 001'30'24' WEST. BENCH MARK: p DREV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA QROFpNq DESCRIBED BY METROPOLITAN WATER DISTRICT SO. ESSI� CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COYOTE CANYON INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101rl 11, W ARIc M. TORREYSO m E � C3 1 � E E � I r DRAWN BY: STANDARD PLAN SCALE: FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, r=No. 66068 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S.AS SHOWN DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: D AILS DAT: FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH BEFORE � DAYS BEFORE �` Exp, 06 30-06 � PH. (909) 783-0101 FAX (909) 783-01 oe � ON THE NORTHWEST CORNER OF A 10 FOOT WIDE YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �, �Q A.T. AUGUST 2005 Y ❑ U DIG C I V IL PREPARED BY: ARIC M TORREYSON R.C.E. NO. 66068 DRAWING NO.: CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD STANDARDS IN EFFECT. ATF OF CA��F�� EXP. TE: -30- CHECKED BY. APP BY: .19 MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". TOLL FREE 1-800-227-2600C.V.A. NAVD 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Fzs_gECORP Pl;?AWIAlq OVOF& .� •�.� DATE: ITY ENGINEER R.C.E. 51152 DATE: 3803 28 W-1 g