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Home My WebLink About3700-5OPTI NAL OUTSIDE - F DI F EDGE OOF CONCRETE EDGES TO BE ROUNDED TO D BARS B� 75 mm (31 R 75 mm (31) OC_.j- IOM(03) TIE BAR > r- R=ID OF SPUR Ct tc 4-20M(+6). E BARS At 975 mm (3'-30) LONG. J i SEE NOTE 2 L J 4-15M(+4) H ! D BARS _ --IOM(+3) TIE BAR 3'RO') LONGAS 00m' 175 mm (3') OC, ( 1.2 m SEE NOTE 93-15M(+4) J BARS 1.4 m (4'--00) I (4'-88) LONG 75 mm(3') OC CON'T.ADD'L. BARS 150 mm DETAIL "N" F D2I F (6') OC TO INSIDE EDGE F - OF MANHOLE. SEE NOTE 2 (RINGS AND COVER NOT SHOWN) AN (SEE NOTE 1) PL +! (SHAFT NOT SHOWN) I MANHOLE FRAME STREET AND COVER PER GRADE STD. PLAN 630 610 mm (240) MANHOLE SHAFT 125 mm x 50 mm `cm oZ� PIPE SEAT LEVEL, PER STD. (5 x2) ao r �'' SEE NOTE 8 PLAN 324 PIPE SEAT 2 E �) 900 mm (3'-0') �- E BARS w ti n N) w E BARS 1 --TIE BARS N LL- STEPS---- o� STEPS ,. 75 mm (3•) R I TIE BAR o I , D BARS o 125 mm (5') F F i J BARS P 1700 rnnj700 P f ROUND EDGES �1 (2'_4•)!(2'_40) j TO 75 mm (3") R SPRING LINE 15M(+4) 0 450 mm � INLET w --7 w (180) OC BOTH ELEvATION GRADE POINTS, WAYS TO 8E USED APPLIES AT SEE NOTE 4 WHEN DZ IS 1500 mm THIS POINT (60') OR OVE SECTION B -B SECTION A -A CONCRETE RINGS PER STD. PLAN 324 jOMIT THIS STEP IN PAVED STREETS H BARS f 150 mm (6 400 mm 069 FOR PAVED STREETS. i 650 mm (2'-2") FOR UNPAVED STREETS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROORKS T fW'MEDARDS STREET GRADE STANDARD PLAN METRIC PUBLIC WORKS STANDARDS INC., A GREENBO COMMITTEE 1992 19 125 mm x 25 mm (5'x1') 320 REV. 19M RING SEAT SHEET 1 OF 4 iv E H BARS 190 mm (7 1/2') - o: SEE TABLE T mm (7 3/4•) a m VARIABLE 205 1 25 1 m 150 mm � 1350 mm (54') �s•1 w 24 `-E BARS mm (9 1/4') 1500 mm (60') IOM(+3 OR +4) F (s(6 ') F TIE BARS mm (10') 1650 mm (661 260 mm (10 1/4') 1725 mm (6 9') J BARS mm (10 3/4') 1800 mm (72') ROUND �- 1950 mm (784) �--' EDGES mm (11 3/41 2100 mm (840) TO 75 mm mm (12 1/20) 2250 mm (900) (3')R SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROORKS T fW'MEDARDS MANHOLE PIPE TO PIPE MAIN LINE STANDARD PLAN METRIC PUBLIC WORKS STANDARDS INC., A GREENBO COMMITTEE 1992 19 I D-900 mm(36")OR LARGER 320 REV. 19M 975 mm (39') SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION TABLE OF VALUES FOR F D2 _ D-900 m m(36")OR LARGER F 900 mm (361 165 mm (6 1/21 975 mm (39') 180 mm (7') 1050 mm (42') 190 mm (7 1/2') 1125 mm (450) 195 mm (7 3/4•) 1200 mm (48') 205 mm (80) 1275 mm (51') 215 mm (8 1/2") 1350 mm (54') 230 mm (90) 1425 mm (57') 235 mm (9 1/4') 1500 mm (60') 240 mm (9 1/2') 1575 mm (631 255 mm (10') 1650 mm (661 260 mm (10 1/4') 1725 mm (6 9') 275 mm (10 3/4') 1800 mm (72') 280 mm (110) 1950 mm (784) 300 mm (11 3/41 2100 mm (840) 320 mm (12 1/20) 2250 mm (900) 335 mm (13 1/41 2400 mm (960) 355 mm (14') 2550 mm (1021 395 mm (15 1/21 2700 mm (108') 405 mm (16') 2850 mm (114') 3000 mm (120') 420 430 mm (16 1/2") mm (17') 3150 mm (1261 430 mm (17') 3300 mm (132') 445 mm (17 1/2') 3450 mm (138') 445 mm (17 1/21 3600 mm (144') 455 mm (18') TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX. MIN. MAX. MIN. A -A 1 867 mm (2'-10 1/2') 1060 mm (3'-6") C -C 1282 mm (II') 217 mm (8 1/2') 410 mm (160) 380 mm (151 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 320 - 1 MANHOLE PIPE TO PIPE MAIN LINE320-1 _ D-900 m m(36")OR LARGER SHEET 2 OF 4 NOTES STANDARD PLAN METRIC 320 - 1 MANHOLE PIPE TO PIPE MAIN LINE I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR THAN 867 mm (2'-10 1/20) FOR PAVED STREETS OR 1060 mm (3'-60) FOR UN- EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE PAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE PER SECTION C -C. WHEN DIAMETER DI IS 1200 mm (48") OR LESS, CENTER SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER OF SHAFT MAY BE LOCATED PER NOTE 2. LINE OF THE LATERAL ENTERS THE MANHOLE. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO STORM DRAIN WHEN DIAMETER DI IS 1200 mm (48") OR LESS, IN WHICH CASE THE MANHOLE BE GREATER THAN 750 mm (308). PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45° WITH CENTER LINE 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 AND OMIT J BARS. UNLESS OTHERWISE SHOWN. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN q14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS ON THE PROJECT DRAWINGS: OTHERWISE SHOWN. A. D2=2400 mm (96") OR LESS. L=1.7 m (5'-6"). P=130 mm (50) B. D2 OVER 2400 mm (96'), L=1.8 m (6'-0'), P=210 mm (8") i 15. WHERE A MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER IS SPECIFIED L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE REFER TO STANDARD PLAN 326. ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS i !6. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SHALL BE CONTINUED 150 mm (6") OC. i SPECIFIED REFER TO STANDARD PLAN 328. 4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT REDUCER IS LINE OF SHAFT, ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND SPECIFIED REFER TO STANDARD PLAN 329. REFER TO THE PROLONGED INVERT GRADE LINES. 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300 (ASTM A 615. 18. DIMENSIONS SHOWN ON THIS PLAN FOR METRfC AND ENGLISH UNITS ARE NOT GRADE 40), AND SHALL TERMINATE 40 mm (1 1/20) CLEAR OF CONCRETE SUR - EXACT E4UAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FACES UNLESS OTHERWISE SHOWN. 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 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. BE ENGLISH UNITS. 7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY 324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER BE PLACED AT SPRING LINE. 326 MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER 8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F 329 PRESSURE MANHOLE SHAFT 914 mm (36') WITHOUT REDUCER SHOWN ON TABLE SH_ 2. 630 610 mm (241 MANHOLE FRAME AND COVER 633 914 mm (36') MANHOLE FRAME AND COVER 9. D BARS SHALL BE. 15M(+4) FOR D2=975 mm(39') OR LESS. 15M(+5) FOR 635 STEEL STEP D2 =1050 mm (42') TO 2100 mm (840) INCLUSIVE AND 20M(s6) FOR 636 POLYPROPYLENE PLASTIC STEP D2=2250 mm (90') OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. i II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm 04') TO 375 mm (151 OC_ THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (248) ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 900 mm (36") INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (360) TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR LESS STANDARD PLAN 321 SHALL BE USED. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 320 - 1 MANHOLE PIPE TO PIPE MAIN LINE _ 1 D-900 mm 36 OR LARGER SHEET 3 OF 4 BASIS OF BEARINGS: THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36, TIN, R6W, S.B.M. AS SHOWN ON TRACT 16568, MB 300/59-62, BEING N 89'59'12-E AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 320 - 1 MANHOLE PIPE TO PIPE MAIN LINE _ ID --900 mm(36")OR LARGER SHEET 4OF4 Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OFREQUIRED ORIGINAL BENCHMARK Prepared By: pFESs CITY OF FONTANA CALIFORNIA O PREPARED FOR: CITY OF FONTANA BM -361 pQ� S, Ok9 IMPROVEMENTS NOT COMMENCE WITHIN ALLARD ENGINEERING �, ,o HAS R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNEREE! ��- PJ ��( I �� CAPITAL IMPROVEMENT PROJECT PHASE IIA TWO YEARS OF THE DATE OF APPROVAL iarr ()F FONTANA OF BASELINE AVENUE AND SULTANA AVENUE. Civil Engineering - Land Surveying - Land Planning O G) o ELEVATION: 1365.01, SINCE DESTROYED 8253 Sierra Avenue �'' Z DRAWN BY: STORM DRAIN IMPROVEMENT PLANS SCALE. SHOWN HEREON AND CARRIED FORTH INA Fontana, California 92335 u., No. 43976 r,-, 0 8353 SIERRA AVENUE c� �► AE AS NOTED DIAL TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY FONTANA, CA 92335 Exp. 6/30/07 DESIGNED BY: WALNUT AVENUE DATE: BEFORE DAYS BEFORE IRE REVISIONS TO THE PLANS TO SITE BENCHMARK 909) 356-1815 Fax (909) 356-1795 w Y ❑ U DIG YOU DIG U (909) 350-7610 SW CORNER, SEC. 31, TAN., R.5W., S.BM.-2" I.P. s� \Q / APWA STAND' PLANS MARCH, 2006 o BRING THEM INTO CONFORMANCE WITH FAX (909) 350-6618 WITH BRASS CAP, C.S.M. AT 7HE INTERSECTION OF 60-1-0(0 9T C v t �� CHECKED BY: APPR E BYE, / DRAWING NO.: 5 � TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EfFTCT BASELINE AVENUE AND CITRUS AVENUE. David S. Hammer, A.C.E. 43976 Date FOF CALF FO DSH �Z � o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT MVATM WIN (expires 6/30/2007)3700 CITY ENGINEER" R.C.E. 51152 7 I-ILLNAML: M:\dWg\149Ud\11NAL UL51(;N \5I UKM UKA1N \I'NASLIW \WALNU IAVLSUS.dWg