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Home My WebLink About3041-3Lq F OPTIONAL OUTSIDE I EDGES TO BE EDGE OF CONCRETE � TO D BARS I 75 IN (3 R •) R , 75 Rini (31) OC ! 1010(0) TIE BARS* )P R -ID OF SPUR Ct r 1 ri 4-20M(.6). E BARS A l SEE NOTE 2 31) LOH6. "- J L J 4-15101041 H D BARS OM(o3) TIE BAR (3'-0') BARS00 m 73 RRR (3•) OC, 1.2 m SEE NOTE 9 I 3-1310(04) J BARS 1.4 m (4'-0•) (41-94 LONG 75 mw(31) OC COWT.ADD'L. BARS Iso RRR DETAIL 'NR F Dt OF MANHOLE. INSIDE EDGE 2 (RINGS AND COVER NOT SHOVRG PLAN (SEE NOTE 1) (SHAFT NOT SHOWN) MANHOLE FRAME STREET AND COVER PER GRADE STD. PLAN 630 610 Rw (24.1 MANHOLE SHAFT r 125 RMI x 50 Rml W z PER STD.PIPE SEAT LEVEL, PLAN 324 Is•x2') < �' SEE NOTE 8 PIPE SEAT 1- - 900 R (3'-01) E BARS E BARS _1 - TIE BARS a U-1 GRADE POINTS. \\ SEE NOTE 4 SECTION B -B PER STD. nFfTWxc.. STREET GRADE PLAN 324 STEPS 125 RRR x 25 RRR (5•xl•) 320-1 TIE BAR �� RING SEAT E 125 R (51) F H BARS J BARS ROUND EDGES _ 44 SEE TABLE STREETS TO 75 RRR (31 R VARIABLE SPRING LINE 15M(04) O 450 nxR 150 RIR( INLET (104 OC BOTH IT25 RRR (691 ELEVATION WAYS TO BE USED APPLIES AT WHEN N IS 1500 RrR THIS POINT (601 opt OVE 4 355 m 14• SECTION A -A 395 R 1/ CONCRETE RINGS 405 R 161 U-1 GRADE POINTS. \\ SEE NOTE 4 SECTION B -B PER STD. nFfTWxc.. STREET GRADE PLAN 324 GREENDOMlo 125 RRR x 25 RRR (5•xl•) 320-1 REV. Im RING SEAT OMIT N IS to H BARS PAVED 175 (5 11) _ 44 SEE TABLE STREETS aw • VARIABLE 4 zs 150 RIR( H BARS IT25 RRR (691 274*1 150 R (6 260 mm (II-) 1950 MM (781 2100 mm 41 300 M 111 320 R 12 1/2- E BARS 4 355 m 14• �� 395 R 1/ 2700 (1081 405 R 161 400 mm (161 FOR 420 mm I/F)- 4(171) 1 430 RM1 1T) OR 04) PAVED STREETS. F 171 TIE BARS 650 RRR (r-2•) FOR UNPAVED STREETS J BARS . ROUND EDGES TO 75 mm (3'NI SECTION C -C - AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER nFfTWxc.. MANHOLE PIPE TO PIPE MAIN LINE �""I� GREENDOMlo ID=M o"irt 3 * OR -LARGER 320-1 REV. Im SHEET 1 OF 4 N 9 VM STAIDAM WECMATN)1/8 Fft PUIMM WOIMIS OOlii'i11UCTg11 E MAIN LINE RCP OR REINFORCED MONOLITHIC ARCH. SEE NOTE 2 80 Rw (31 MIN. W a I (ROUNDEDGE ' I R: m Ip- -� �, * a Z i TO 75 RRR 104 R W w O a 1 REV. tN0 ( I INIE VNTII BTAIOARO 411-EpRCAT10N8 FOR PIMM WOR10 OOWT*UCTM to 1 0 RRR 4 • I REINFORCING STEEL I SPRING 1�J¢O,arn SEE NOTE 3 _ J (34 MIN. STA. POINT LATERAL SEE NOTE 3 PLAN IOM O 450 Rw (•3 OR .4 O 18•) OC TIE BAR T 6 BARS 15M O 150 RRR / \ 04 O 6•) OC -I EDGES ELEV. R BARS 15M SOON ELEr. S / O VR • .. F BARS 15M (95) O 75 RIm.l3.1 OC UNDISTURBED , CONCRETE CRADL1 EARTH H H 265-C-14 (450 -C -2000).E, SEE NOTE 9 SECTION Z -Z 4. LATERAL/ CONNECTOR PIPE -G BARSISM 0 150 _ (04 O 69 OC -IOM O 450 RRR 03 OR 04 O ISO) OC TIE BARS -E AND F BARS ISM O 75 RVR 05 O 39 OC. SEE NOTE 8 TABLE OF VALUES FOR T FB T 300 . p29 130 Rx. (51) 375 RIR( 05.1 1 130 Rm (59 soo RM SECTION M -M AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALK ORMA CHAPTER • „w WfJUNCION T - PIPE TO PIPE K T "A METRIC µ GREENDOM low D > 600mm (Z4 ORD > 112 MAN LINE ID 331-2 REV. tN0 SHEET 1 OF 2 INIE VNTII BTAIOARO 411-EpRCAT10N8 FOR PIMM WOR10 OOWT*UCTM A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ABLE OF VALUES FOR F SEE NO 1 P S T UNPAVED STREET SECTION N. 975 M0 (391) I 1 aMR t 1 • 112 RRR (4 - I nRR 7 3/41 1 0 RRR 4 • 175 (5 11) aw • I4 mm 150.0 awn 4 ISRRR 6 . 255 an (101 1650 RRR 661 IT25 RRR (691 274*1 1800 mm (721 260 mm (II-) 1950 MM (781 2100 mm 41 300 M 111 320 R 12 1/2- 2400 wn(96' 4 355 m 14• 2530 RRR 1021) 395 R 1/ 2700 (1081 405 R 161 2850 mm (1141) 3000 mw• 420 mm I/F)- 4(171) 1 430 RM1 1T) 3300 mm (13F)- 44 nrw IT I 4 aRR I 171 •44 4 I TABLE OF VALUES FOR M SEE NO 1 P S T UNPAVED STREET SECTION N. _MAX, MIN. . '-1 I/ A -A &7i 1410 1060 RRR I3'-6') C -C 282 RVR (11•1/2') m (16") 380 m 1 AMERICAN PUBLIC WORKS ASSOCIATION-- SOUTHEW'CA1 W RNIIK CHAPTER STA DA PLAN 320-1 SHEET 2 OF 4 MANHOLE PIPE TO. PIPE LINE ID* .1 mm , 3 _ GER NOTES 1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE MAIN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER THAN 600 mm (241. B SHALL NOT EXCEED .75 D OR 975 mm (390). 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH. 3. STATIONS SHOWN ON THE PROJECT. DRAWINGS FOR LATERALS APPLY AT THE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTER LINE. 4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5. 5. o. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 450. B IS LESS THAN OR EQUAL TO 600 mm (24') AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN .5 D: OTHERWISE. STANDARD PLAN 340 SHALL BE USED. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. S. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE -TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. 9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12') ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE. IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. ' 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M. GRADE 300. (ASTM A 615. GRADE 40). AND BE PLACED 40 mm 0 1/2') CLEAR FROM CONCRETE SURFACES. UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (60). 11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF THE SPUR. 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNIM 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 - SOUTHERN CALIFORNIA CHAPTER STANDOM PLAN KiElm 331-2 SHEET 2OF2 JUNCTION STRUCTURE - PIPE TO PIPE INLET ID Z 600 mm 24" OR > 112 MAIN LINE ID NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/21 FOR PAVED STREETS OR 1060 mm (3'-6') FOR UN- PAVED 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 (480) OR LESS. CENTER OF SHAFT MAY BE LOCATED PER NOTE 2. 2. 'CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 mm (481 OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTER LINE AND OMIT J BARS. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS= A. D2=2400 mm (961 OR LESS. L-1.7 m (5'-60). P=130 mm (51 B. D2 OVER 2400 mm (961, L-1.8 m (6•-01. P=210 mm (89 L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED. D BARS SHALL BE CONTINUED 150 mm (61 OC. 4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300 (ASTM A 615. GRADE 40). AND SHALL TERMINATE 40 mm V 1/21) CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 7. 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. S. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SH. 2. 9. D BARS SHALL BE 1510(04) FOR D2=975 mm(391) OR LESS."15M(+5) FOR D2 -1050 mm (421 TO 2100 mm (841 INCLUSIVE AND 20M(@6) FOR D2.2250 mm (90.1 OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (140) TO 375 mm (15') OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (241 ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 900 mm (361 INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (361 TO 1050 mm (421 INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (331 OR LESS STANDARD PLAN 321 SHALL BE USED. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANWD PLM 320 -1 SHEET 3OF4 MANHOLE PIPE TO PIPE MAIN LINE ID=900 mm 36" OR LARGER I ,• R�CaRn ..Dt�Aw/��,, y o`9 W No. 31681 CC V FCA REV REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT .DQ�1u1 U it E-4 .1t' COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. /QROFESS/p UR \ C,� Q �0 M T_ No. 31681 Z * Exp. 12/31/04 or IVI�\��P CAL / B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME. THE GOVERNING INSIDE DIAMETER OF .THE MAIN LINE SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 750 mm (300). 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 (361 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. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (369 WITHOUT REDUCER 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. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BAR 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. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (361) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 mm (361 WITHOUT REDUCER 630 610 mm (241 MANHOLE.FRAME AND COVER 633 914 mm (361 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 00000001 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STA �D PIAN IC 320-1 SHEET 4OF4 MANHOLE PIPE TO PIPE MAIN LINE I113=900 mm 36" OR LARGER 3 m co N O M % .o O d � CITY OF FONTANA, CALIFORNIA COOP H reman Inc.�❑SUMMIT Civil Engineering - Planning - Surveying - Public Works 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669 ' 909-982-7777 PREPARED UNDER THE SUPERVISION OF: �( G8-z HAROLD A. GARCELON R.C.E. 31681 DATE: v o CIO to '- �o i HEIGHTS II DRAWN BY/M; MSM STOF�IIA DRQ N�PROVEMENT PLANS SHEET TRACT 1 AS SHOWN DESIGNED BY MPK ATE 12-07-01 CHECKED BY: RLB- t . WG NO.: 3 3 CITY ENGINEER R.C.E. 51152 DATE: